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GOVERNMENT OF MAHARASHTRA
PUBLIC WORKS DEPARTMENT
MUMBAI ( P. W. ) REGION, MUMBAI
DISTRICT SCHEDULE OF RATES
2012 - 2013
FOR RAIGAD DISTRICT
SUPERINTENDING ENGINEER
RAIGAD PUBLIC WORKS CIRCLE,
KONKAN BHAVAN, NAVI MUMBAI.
Price Rs.700/-
All rights reserved, No Part of this publication may
be reproduced, or transmitted, in any form or by
any means, without the prior permission in writing.
FROM TO
1 1 5
2
2.1 Bd - A Excavation 7 8
2.2 Bd - B Pile Foundation 9 12
2.3 Bd - C Structural Steel Work 13 14
2.4 Bd - E Plain Cement Concrete 15 16
2.5 Bd - F Reinforced Cement Concrete 17 21
2.6 Bd - G Brick Masonry 22 23
2.7 Bd - H Stone Masonry 24 25
2.8 Bd - I Block Masonry 26 26
2.9 Bd - J Water Proofing 27 29
2.10 Bd - K Expansion Joints 30 30
2.11 Bd - L Plastering & Pointing 31 34
2.12 Bd - M Paving, Flooring & Dado 35 43
2.13 Bd - N Wood Finishes 44 45
2.14 Bd - O Oil Painting 46 48
2.15 Bd - P Colour / white washing & Distempering 49 50
2.16 Bd - Q Wood Work 51 54
2.17 Bd - R Roofing & Ceiling 55 59
2.18 Bd - T Doors & Windows, Ventilators & Partitions 60 84
2.19 Bd - U Iron Works 85 85
2.20 Bd - V Water Supply & Sanitary Fittings 86 104
2.21 Bd - W Miscellaneous 105 116
CLASSIFICATION OF ITEMS
BUILDING WORKS
SCHEDULE OF RATES
PAGE NO.
GENERAL NOTES
INDEX
SR. NO.
FROM TOCLASSIFICATION OF ITEMS
PAGE NO.SR. NO.
3.1 Rd - Road Earth Work 117 120
3.2 Rd - Road W.B.M. Surfacing 121 125
3.3 Rd - Road Asphalt Surfacing 125 131
3.4 Rd - Road Painting 132 134
3.5 Rd - Road Furniture 134 137
3.6 Rd - Road Miscellaneus Work 137 140
4.1 Br - Bridge Foundation 141 153
4.2 Br - Bridge Sub-Structure 154 159
4.3 Br - Bridge Super-Structure 159 168
5 169 172
6 173 175
7.1 Departmental Agencies 177 181
7.2 Private Agencies 182 187
8 189 190
9 NATIONAL HIGHGWAY
Road Work 191 206
Bridge Work 207 213
10 214 218
11 219 219
12 220 234
13 235 235
14 236 237
15 238 239
BRIDGE WORK
3
4
Material consumption
Labour Rates
CD WORK
BORING
SURVEY WORK
Rates For Transportation
VIDEOGRAPHY
Material Rates
Annexure A (Pipe)
Abbreviations
ROAD WORK
7
1) 15% extra shall be added to item rates only.
2) 5% extra shall be added to item rates only.
3) 15% extra shall be added to item rates only.
4) 10% extra shall be added to item rates only.
Note-2
0.03
i) Rs. Rs.6,500/- Per M.T.
ii) Rs. Rs.48,800/- Per M.T.
iii) Rs. Rs.49,400/- Per M.T.
iv) Rs. Rs.59,500/- Per M.T.
v) Rs. Rs.60,700/- Per M.T.
Vi) Rs. Rs.45,500/- Per M.T.
vii) Rs. Rs.44,400/- Per M.T.
xi) Pack Bit.80/100 Rs. Rs.48,400/- Per M.T.
x)
Rs.44,800/- Per M.T.
Bitumen in bulk - 80/100
Prestressed steel 12.7 mm.
Bitumen in bulk - 60/70
Pack Bit.60/70 Rs. Rs.49,500/- Per M.T.
Rs. Rs.52,700/- Per M.T.
RAIGAD PUBLIC WORKS CIRCLE, KONKAN BHAVAN
( Rates are enforced from 1/10/2012 to 30/06/2013 )
GENERAL NOTES0.01 Schedule of Rates prepared for the year 2012-2013 operative from 1/10 /2012 and is
applicable for Raigad District.
0.02
viii) Crumb Rubber Modified
Bitumen CRMB - 55
Cement
T.M.T. bars
Prestressed steel 15.2 mm.
Rates for Bitumen .
Rs.
Rate for following materials are at Ex. PWD store.
Corporation Areas
For the rates in Jail premises and Corporation areas an increase of percentage over the
normal schedule of rate prescribed for the year 2012-2013 is allowed as follows :-
Jail Premises
The above percentage should be applied on the cost of items after deducting
the cost of materials as stated below.
Schedule of Rates is based on the following basic rates of
materials-
Tribal Area in Raigad Dist.
Bridge work in costal area,
marshi land, creek,
sensitive area in Raigad
District.
Note-1 The increase in rates as above should be applicable only one at a time e.g.If
Jail and Mental Hospital premises falls in Corporation area, an increase of only
15% is to be considered and not 20% (i.e. 5% + 15%).
Note-3 Prior permission of Superintending Engineer Raigad Public Work circle, Konkan
Bhavan, Navi Mumbai for item NO.3 above is necessary..
Structural Steel
ix) Pack Bit.30/40
a) The rates of Bulk bitumen, CRMB & PMB for the items of bitumenious works are based
on the rates prevailing from H.P.C.L. These rates are inclusive of all taxes. Subsequent
increase/decrease, if any, in these rates shall be accounted for in the analysis of items,
while framing estimates.
1
0.07
0.08
0.09
e) Rates for completed items are based on a minimum initial lead of 5 Km. Actual lead
charges for lead beyond 5 Km. shall be added while framing the estimate.
d) Since the basic rates of materials adopted while preparing the Rate Abstract of items
are as per market rates,which include VAT and other taxes, no separate provision is
required to be made in the DSR items i.e.rates considered in the DSR are inclusive of
VAT.
c) VAT is included in all basic rates of material rates as per finance dept. Mantralaya
Mumbai 400 032 circular dated 30/09/2006
b) While preparing the estimates, the above rates may be treated as basic rates and if any
change is noted, all calculations should be done accordingly.
0.04 Basic Rates of Rubble, Khandkies, Metal, Murum, Sand, Aggregates, Bricks, Earth for
embankment filling, considered in this schedule are exclusive of Royalty charges, however
for completed items Royalty charges are considered as per ¶ÉɺÉxÉ ÊxÉhÉǪÉ
Gò. ¨É½þºÉÚ±É ´É ´ÉxÉ Ê´É¦ÉÉMÉ Gò.MÉÉèJÉÊxÉ
10/2009/|É.Gò.309/JÉ ¨ÉÆjÉɱɪÉ, ¨ÉÖƤÉ<Ç 400 032
Ênù.11/02/2010 And it is non refundable as per Government of Maharashtra, P.W.
Deptt's circular No. Misc./112002/194/Plan-3 dated 6.6.2003.The agency shall bear
Royalty charges to be paid to Revenue Dept.0.05 For cost towards procurement and temporary storage of water for construction purpose,
provision of 1% in the rate analysis is made. In difficult situation where water is not
available in reasonable lead or where water charges are essentially required to be paid to
local authorities etc., the assessment of cost of procurement of water for construction may
be made on factual data. If this cost of procurement of water required for construction is
more than 1%, then for additional cost (i.e. more than 1%) seperate provision should be
made in the estimate.
0.06 The completed item rates are inclusive of 1% Labour insurance & 0.5 % Labour cess with
amenity charges as per Govt. Circular..
0.10 Items required for testing of soils, road and building materials, mix designs, Job-mix etc.
the schedule of testing charges of Superintending Engineer, Vigilance and Quality Control
Circle, Navi Mumbai and for test bores, load test, plate load test etc. the C.S.R. of
Maharashtra Engineering Research Institute (MERI), Nasik shall be adopted.
Quality control testing charges considered in the rate analysis are 0.50%.
As per P.W.D. Marathi letter No ºÉÆEòÒhÉÇ-2010/|É.Gò.118/®úºiÉä--2
ÊnùxÉÉÆEò, 28/10/2010, Necessary provision for Insurance shall be made while
As per Govt.Cicular No.BCA /2009/108/Labour 7A, Mantralaya Mumbai-32 dt.17 June
2010, Labour Cess to be Considered in the rate analysis while framing the estimate
0.11 The rates for labour and materials are included in the D.S.R. for the purpose of preparing
rate analysis. The labour rates shown against the completed items are based on minimum
labour wages as per letter dated 5/08/2011 of Labour Commissioner . Whenever the item
splitup in component i.e. labour, material, and machinery executed each seperately it
should be ensured that the rate item does not exceed the concerned complete item rate
sanctioned in D.S.R.
0.12 The rates for items required for water supply and sanitary works, which are not included in
this D.S.R. the C.S.R. of Maharashtra Jeevan Pradhikaran in the district is to be adopted.
0.13 The rates of machinery hire charges shall be as per the machinery use rates of W.R.
Department issued by the Chief Engineer (Mech), Nasik.
2
0.20
0.21
0.22 a)
b)
c)
Sr.No. Specifica
tion1 Bd.C
2 Bd.F-G-H
3 Bd.L
5 Bd.O
6 Bd.R
7 Bd.T
8 Bd.V
9 Bd.W
The rates of excavation items for building & C.D. works are inclusive of normal manual
dewatering. If pumping is required additional item for dewatering shall be introduced while
framing the estimate, on BHP basis with prior permission of S.E.
0.15 While calculating part rate or reduced rate etc., necessary overhead charges, sundries etc.
should be proportionately considered as per rate abstract.
0.16 References of P.W.D. standard specification,and M.O.R.T. & H. specification current are
obligatory.
0.14 The rates for items pertaining to Parks and Gardens, shall be taken from the C.S.R. of
Superintendent, Parks and Gardens, Mumbai.
Structural Steel Work, Tubular trusses.
The above increase is applicable for items and specification shown below.
0.17 This schedule of rates is applicable to all building works , road works, bridges, culverts and
or any civil engineering works carried out by all agencies in areas of Raigad District.
0.18 The Head load is to be considered while preparing detailed rate analysis for inaccessible
area where shifting of materials by head load is necessary.
The incresed in rate for tribal area is to be used only for the village identified by tribal
development deptt.
For all completed items initial lead up to 5.00 km. is considered.
The detailed rate analyasis shall be prepared for works of Matheran Hill Station, Raigad
Fort and Gharapuri Island, the same shall be got approved from the concemed
Superintending Engineer
0.19
The floor is designated by the space contained between the virgin slabs of
floors.
BUILDING WORKS :-
The D.S.R. rates of items are applicable for ground floor and first floor work. For
every addtional floor, percentage increase in rates shall be 1% per floor.
Item
Flooring, Dado, Skirting, Treads (except white glazed, ceramic
and marble tiles)
R.C.C. Mild steel, Tor steel reinforcement, Brick Masonry, Stone
Masonry, Hume Pipe tanks.
External Plastering and Pointing.
4 Bd.M
External Guniting.
d) For the items required to be carried out in the respective floors other than those
mentioned above, the following average percentage shall be applied.
External Painting
Manglore Tiles roof, ridge, ceilings
Weather sheds, Replacing external window shutters using
scaffolding.
Floor percentage by which rate is to be increased
Soil, Waste, Vent and Rain water pipes and mild steel tanks.
Ground & First Nil
Fourth 1.05%
Second 0.35%
Third 0.70%
Add 0.35% for further each additional floor
3
1.05%
0.35%
0.35%
1.75%
0.23
a) .- Initial lead 50 meters.
b) .- Initial lead 50 meters.
Example : For a work to be done on sixth floor the percentage shall be increased as given
below .
for 4th floor
for 5th floor
for 6th floor
Percentage by which
rates to be increased for
sixth floor
Total
e) The percentage increase to be applied for items like water proofing treatment,
storage tank, parapet wall with coping, stair case, Liftroom with slab and water
proofing treatment, plastering, painting to be carried out in the terrace will be at
the rate of floor situated just below.
Note : The increases in rates as above shall be on DSR item rates only.
f) For Rates of excavation items as per standard specification of Bd-A charges
for additional lift above 1.50 m. shall be added as below.
For framing the various rates in D.S.R. following leads are considered unless
otherwise specifically mentioned in the items -
iii) Lift above 4.50 mtr. upto 6.00 mtr. Rs. 23.00 /cum.
ROAD WORK, BRIDGES AND C.D. WORKS :-
e) For working out items of additional leads more than 5.00 km., the estimate
shluld be prepared for actual leads by deducting initial lead charges of 5.00 km.
for all completed items.
Supplying soft/Hard murum & earth
for embankment
For items of supplying stone metal,
Rubble (15cm. to 23cm.)
d)
i) Lift above 1.50 mtr. upto 3.00 mtr. Rs. 12.00 /cum.
ii) Lift above 3.00 mtr. upto 4.50 mtr. Rs. 18.00 /cum.
c) For Bituminious construction works no lead for asphalt and 5.00 km. initial lead
for metal/aggregates is considered.
c)
ii) Lift above 3.00 mtr. upto
4.50 mtr.
Rs. 18.00 / cum
iii) Lift above 4.50 mtr. upto
6.00 mtr.
Rs. 23.00 / cum
b) Rates for excavation for Bridges/C.D. Works/Sakav are considered for initial lift
of 1.50 mtr., and charges for additional lift above 1.50 mtr. shall be added as
below.
For all items of cement concrete, plain or reinforced cement concrete, stone
masonary the initial lead for metal, sand, stone, cement & steel is considered as
5.00 km.
0.24 For E.G.S. works like earthwork in embankment, Items following the specifications
mentioned in Rd-13 Page No.194 shall invariably be used while framing the estimate.
0.25 a) The D.S.R. rates for bridge items are for works in normal conditions of site.
Wherever bridges are to be constructed in special site conditions such as
bridge on creek having tidal effects/in standing water of perennial river, the
detailed rate analysis shall be prepared and the same shall be got approved
from the concerned Superintending Engineer.
i) Lift above 1.50 mtr. upto
3.00 mtr.
Rs. 12.00 / cum
The rates of supplying R.C.C. pipes at site of work shall be adopted as per
MSSIDC rate contract, plus 10% overhead charges while Framing the of
estimates.
4
0.26
0.27
c)
N. T. PATIL
Executive Engineer,
National Highway Division,
Pen-Raigad
Superintending Engineer,
Konkan Bhavan.
a) Lead charges for various material given in statement C 1, are inclusive of
loading, unloading & over head charges, hence these charges should not be
added seperately.
b) Lead charges are given in the statement C-1 for major items such as lime,
murum, earth, building rubble, sand, stone aggregate, soling stone, concrete
blocks, timber, cement, steel, bulk asphalt, bricks, Roofing tiles, all types of
flooring, R.C.C. pipes etc.
TRANSPORTATION CHARGES :
The grade of reinforced cement concrete should be as per Govt. Circular No. RMR-
1094/184/R-1 Dated 12-6-1996 for Bridges. In case of buildings IS-456-2000 should be
followed.Appropriate grade of concrete is specified for different exposure. Condition Mix
design shall be done as per requirement of IS 456-2000 for Building,& IRC-21-2000,for
Bridges .
D.S.R. APPROVED VIDE SUPERINTENDING ENGINEER,
DATE 28/09/2012 OPERATIVE FROM 1/10/2012 AND VALID UP TO 30/06/2013
CONCRETE ITEMS
Statement C-2 is for loading, unloading and stacking charges.
APPROVED FOR THE YEAR 2012 - 2013.
RAIGAD PUBLIC WORK CIRCLE, LETTER NO.DB/ RPWC/ DSR /2012-13 / 5966
S.G.JADHAV
B.P.RANGARI
Raigad Public Works Circle, Raigad
Executive Engineer,
Road Development Division No.3,
Panvel-Raigad
5
BLANK
6
Completed Labour
1
Lift upto 1.50 metres.
Bd. A-1 a) Cu. M. 130.00 122.00
Bd. A-2 b) hard murum Cu. M. 150.00 143.00
Bd. A-3 c) hard murum with boulders Cu. M. 171.00 160.00
2
Bd. A-4 a) Soft rock Cu. M. 350.00 318.00
Bd. A-5 b) Cu. M. 571.00 520.00
Bd. A-6 c) Cu. M. 837.00 757.00
Bd. A-7 d) Cu. M. -- --
3
Bd. A-10 Cu. M. 56.00 51.00
Spec. No.: Bd-A 1 to 3 Page No. 259
earth, soils of all types, sand gravel and soft
murum
Excavation for foundation in ____ / old cement
/ lime masonry foundation including removing
the excavated materials upto a distance of 50
metres beyond the building area and lift as
specified, stacking, necessary dewatering unless
provided elsewhere, preparing the bed for the
foundation and required backfilling with available
earth / murum, ramming, watering etc. complete.
as directed excluding shoring and strutting.
Spec. No.: Bd-A 4 to 5 Page No. 259,BdA 6 to 7
Excavation for foundation in___ including
removing the excavated materials upto a
distance of 50 metres beyond the building area
and lift as specified, stacking and spreading,
necessary dewatering unless provided elsewhere,
preparing the bed for the foundation and required
backfilling, ramming, watering, shoring and
strutting etc. complete. as directed.
Bd - A : Excavation
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
Lift upto 1.50 metres.
hard rock by blasting
hard rock by chiseling wedging
laterite rock soft or hard
Filling in plinth and floors with approved excavated
materials in 15cm to 20cm layers including
watering and compaction etc. complete.
Spec. No.: Bd-A 10 Page No. 262
7
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
4
Bd. A-11 Cu. M. 250.00 51.00
5
Bd. A-12 Cu. M. 788.00 141.00
6
Bd. A-12 Cu. M. 616.00 145.00
7
Bd. A-13 Cu. M. -- --
8
Bd. A-9 Hour
a) By using 3 H.P. pumps 73.00 50.00
b) 89.00 50.00
c) 110.00 50.00
Spec.No.: Bd- A-12/Page No- 264
Providing and filling in the foundation with sand of
approved quality including watering, compaction
etc. complete.
Spec. No.:Bd-A 13 Page No. 264
Dewatering the excavated trenches and pools of
water in the building area by using pumps and
other devices, including disposing of the water to
a safe distance as directed.
Spec. No.:Bd-A 9 Page No. 261
By using 5 to 9 H.P. Pumps
Filling in plinth and floors with contractor's murum
in 15 cm to 20 cm layers including watering,
compaction etc. complete.
By using 10 to 19 H.P. Pumps
Spec. No.: Bd-A 11 Page No. 263
Providing soling using 80mm size trap metal in
layers of 15 cm each including filling voids with
sand, ramming, watering etc. complete.
Spec. No.: Bd-A 12 Page No. 264
Providing dry trap/rubble stone soling 15 cm to 20
cm thick including hand packing and compacting
etc. complete.
DeletedDeleted8
Completed Labour
1
Bd. B- 4
i) R. M. 1018.00 291.00
ii) R. M. 1043.00 301.00
iii) R. M. 1219.00 321.00
iv) R. M. 1302.00 344.00
v) R. M. 1484.00 357.00
vi) R. M. 1586.00 372.00
vii) R. M. 1696.00 384.00
viii) R. M. 1792.00 400.00
ix) R. M. 2001.00 433.00
x) R. M. 2204.00 447.00
xi) R. M. 2240.00 465.00
xii) R. M. 2628.00 542.00
xiii) R. M. 2925.00 586.00
xiv) R. M. 3057.00 608.00
xv) R. M. 3893.00 641.00
xvi) R. M. 4438.00 758.00
xvii) R. M. 4684.00 785.00
xviii) R. M. 5096.00 841.00
Bd - B : Pile Foundation
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
325 mm diameter
Providing M-25 R.C.C. cast in situ bored piles of------
--- using minimum cement quantity at the rate of
300 Kg. per cum, each of load-capacity as per
design and of specified diameter or as directed,
placed through steel shell sunk to the required
depth through all strata except rock, excluding
provision of reinforcement, including placing
concrete by tremie arrangement, compaction of
concrete and withdrawal of steel shell etc. complete
including chipping, dressing of R.C.C. piles cleaning
the reinforcement etc. complete.
Spec. No.:Bd-B -4 Page No. 270
350 mm diameter
400 mm diameter
450 mm diameter
475 mm diameter
500 mm diameter
1050 mm diameter
525 mm diameter
550 mm diameter
600 mm diameter
625 mm diameter
650 mm diameter
900 mm diameter
750 mm diameter
800 mm diameter
975 mm diameter
825 mm diameter
1000 mm diameter
9
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
2
Bd. B- 4
i) R. M. 1036.00 291.00
ii) R. M. 1099.00 301.00
iii) R. M. 1263.00 321.00
iv) R. M. 1537.00 344.00
v) R. M. 1562.00 357.00
vi) R. M. 1634.00 372.00
vii) R. M. 1780.00 384.00
viii) R. M. 1911.00 400.00
ix) R. M. 2133.00 433.00
x) R. M. 2378.00 447.00
xi) R. M. 2509.00 465.00
xii) R. M. 3037.00 542.00
xiii) R. M. 3270.00 586.00
xiv) R. M. 3287.00 629.00
xv) R. M. 4003.00 679.00
xvi) R. M. 4741.00 758.00
xvii) R. M. 4994.00 785.00
xviii) R. M. 5738.00 841.00
3
Bd.B-4 Spec. Cu.M. -- --
325 mm diameter
Providing M-30 R.C.C. cast in situ bored piles of------
--- each of load-capacity as per design and of
specified diameter or as directed, placed through
steel shell sunk to the required depth through all
strata except rock, excluding provision of
reinforcement, including placing concrete by tremie
arrangement, compaction of concrete and
withdrawal of steel shell including chippings,
dressing of R.C.C. piles cleaning the reinforcement
etc. complete.
Spec. No.:B-dB -4 Page No. 270
350 mm diameter
400 mm diameter
525 mm diameter
450 mm diameter
475 mm diameter
500 mm diameter
550 mm diameter
600 mm diameter
1050 mm diameter
625 mm diameter
650 mm diameter
750 mm diameter
800 mm diameter
825 mm diameter
Providing & Placing cement concrete M-25 for
R.C.C. cast in situ bored piles using termie
arrangement including compaction, curing etc.
complete.
900 mm diameter
975 mm diameter
Bd- B-4 Page No. 270
1000 mm diameter
10
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
4
Spec. No. 114.00 144.00
5
Spec.
a) R. M. 59.00 8.00
b) R. M. 75.00 10.00
6 Number 34092.00 6818.00
7 Number 41181.00 8236.00
8 Number 49871.00 9971.00
9 Number 58965.00 11793.00
Carrying out load test for 1.5 times the proposed
safe working load on the pile in driven position upto
400 mm diameter including construction of test cap,
use of accessories and instruments including
providing graphs as per I.S. code or Std.
Specifications and dismantling the cap etc. cand
cleaning the site complete.
Carrying out load test for 1.5 times the proposed
safe working load on the pile in driven position
above 400 mm to 550 mm diameter including
construction of test cap, use of accessories and
instruments including providing graphs as per I.S.
code or Std. Specifications and dismantling the cap
etc. cand cleaning the site complete.
Carrying out load test for 1.5 times the proposed
safe working load on the pile in driven position
above 550 mm to 650 mm diameter including
construction of test cap, use of accessories and
instruments including providing graphs as per I.S.
code or Std. Specifications and dismantling the cap
etc. cand cleaning the site complete.
Carrying out load test for 1.5 times the proposed
safe working load on the pile in driven position
above 650 mm to 750 mm diameter including
construction of test cap, use of accessories and
instruments including providing graphs as per I.S.
code or Std. Specifications and dismantling the cap
etc. cand cleaning the site complete.
upto 650 mm. Diameter
above 650 mm. Diameter
Chipping and dressing of the R.C.C. piles upto
0.60m. including cleaning reinforcement and
removal of dismantled materials for providing pile
caps etc. complete.
As directed by Engineer-In-Charge.
Providing bentonite slurry process for ---------
diameter of piles etc. complete.
As directed by Engineer-In-Charge.
DeletedDeleted
11
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
10 Number 72863.00 14572.00
11 Number 81957.00 16391.00
12 Number 100939.00 20188.00
Carrying out load test for 1.5 times the proposed
safe working load on the pile in driven position
above 750 mm to 825 mm diameter including
construction of test cap, use of accessories and
instruments including providing graphs as per I.S.
code or Std. Specifications and dismantling the cap
etc. cand cleaning the site complete.
Carrying out load test for 1.5 times the proposed
safe working load on the pile in driven position
above 825 mm to 900 mm diameter including
construction of test cap, use of accessories and
instruments including providing graphs as per I.S.
code or Std. Specifications and dismantling the cap
etc. cand cleaning the site complete.
Carrying out load test for 1.5 times the proposed
safe working load on the pile in driven position
above 900 mm diameter including construction of
test cap, use of accessories and instruments
including providing graphs as per I.S. code or Std.
Specifications and dismantling the cap etc. cand
cleaning the site complete.
12
Completed Labour
1
Bd. C- 2 M.T. 60560.00 6050.00
2
Bd. C- 3 M.T. 59999.00 3600.00
3
Bd. C- 6 M.T. 59226.00 4146.00
Providing and fabricating structural steel work in
rolled sections fixed with connecting plates or angle
cleats in main and cross beams, hip and jack
rafters, purlins connecting to truss members and the
like, as per detailed design and drawings or as
directed by Engineer-In-Charge. including cutting,
fabricating, hoisting, erecting, fixing in position,
making riveted / bolted / welded connections and
one coat of anticorrosive paint followed by two coats
of oil painting of approved quality and shade etc.
complete.
Spec. No.:BdC -3 Page No. 275
Bd - C : Structural Steel Work
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
Providing structural steel work in single stanchions
composed of R.S.J. channel etc. with caps bases,
mild steel plates, angle brackets, cleats, gusset
plates, anchor bolts etc. as per detailed design and
drawings or as directed, including cutting fabrication,
hoisting, erecting & fixing in position, making
riveted/bolted/ welded connection and one coat of
anticorrosive paint and over it two coats of oil
painting of approved quality and shade etc.
complete.
Spec. No.:Bd-C -6 Page No. 277
Providing and fabricating structural steel work in
rolled sections like joist, channels, angles, tees etc.
as per detailed design and drawings or as directed
by Engineer-In-Charge. including cutting,
fabricating, hoisting, erecting, fixing in position
making riveted / bolted / welded connections with
connecting plates, braces etc. and including one
coat of anticorrosive paint and over it two coats of oil
painting of approved quality and shade etc.
complete.
Spec. No.:Bd-C - 2 Page No. 275
Deleted
13
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
4
Bd. C- 8 M.T. 78200.00 9665.00
5
Spec. CM 4.40 1.10
6
Spec. Sq.M.. 2875.00 885.00
7
Spec. Sq.M.. 5185.00 976.00
Providing structural steel work in trusses, other
similar trussed purlins and members with all bracing,
gusset plates etc. as per detailed design and
drawings or as directed by Engineer-In-Charge.,
including cutting, fabricating, hoisting, erecting fixing
in position, making riveted/bolted/welded connection
and one coat of anticorrosive paint and over it two
coats of oil painting of approved quality and shade
etc. complete.
As directed by Engineer-In-Charge.
Spec. No.:BdC -8 Page No. 278
Providing Gas or Electrical Welding as per IS std.
for structural steel sections, plates as per detailed
drawing for less than 10 mm thick section etc.
complete.
As directed by Engineer-In-Charge.
As directed by Engineer-In-Charge.
Providing and fixing stainless steel of S.S. 316
quality for railing with steel hand rail pipe of 50.80
mm dia of 18 gauge thickness witth steel pipe of
50.80 mm dia for vertical post @ 1.20 metre centre
to centre with bottom 75 mm dia plates fixed on
flooring with proper anchoring and middle horizontal
steel pipe rails of 15.87 mm dia of 18 gauge
thickness @ 150 mm centre to centre between top
rail and flooring and fixing the pipe to vertical post
by steel adoptors including finishing, grinding,
gloossy polish fabrication and fixing as per approved
drawing and over all weight of steel railing shall not
be less than 7.5 kg per square meter etc. complete.
Providing and fixing 50 millimeter diameter heavy
type galvanized iron pipe (IS Std.) gate of approved
drawing with all fixtures and fitting in two leaves with
strong hold fast embedded in cement concrete block
at top and bottom with locking arrangement
including cutting, bending, main holes and with one
coat of primer etc. complete.
14
Completed Labour
1
Bd. E -1
a) 1:5:10 Cu. M. 2818.00 461.00
b) 1:4:8 Cu. M. 3465.00 461.00
c) 1:3:6 Cu. M. 3902.00 461.00
d) Cu. M. 4490.00 461.00
e) Cu. M. 4845.00 461.00
2
Bd. E -2
a) Cu. M. 4433.00 461.00
b) Cu. M. 4974.00 461.00
3
Bd. E -3
a) Cu. M. 4816.00 532.00
b) Cu. M. 5566.00 532.00
4
Bd. E -4
a) Cu. M. 4948.00 484.00
b) Cu. M. 4974.00 558.00
Providing and laying in situ cement concrete in
proportion ______ of trap metal for foundation and
bedding, including bailing out water manually,
formwork, compacting and curing etc. complete.
Bd - E : Plain Cement Concrete
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
Providing and casting in situ cement concrete ____
of trap metal for coping to plinth or parapet,
moulded or chamfered as per drawings or As
directed by Engineer-In-Charge., roughening the
exposed faces if special finish is to be provided and
curing etc. complete.
Spec. No.:Bd-E -1 Page No. 287
M-15
M-20
Providing and casting in situ cement concrete ___
of trap metal for steps, including formwork,
compacting, roughening the exposed faces if
special finish is to be provided and curing etc.
complete.
M-15
Spec. No.:BdE -3 Page No. 288
Spec. No.:Bd-E -2 Page No. 288
M-15
M-20
M-20
Providing and casting in situ cement concrete ____
of trap metal for bed block, foundation blocks and
such other items, including bailing out water
manually, formwork, compacting, roughening the
exposed faces if specials finish is to be provided
and curing etc. complete.
Spec. No.:BdE -4 Page No. 289
M-15
M-20
Deleted
15
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
5
Bd. E -5
a) Cu. M. 4512.00 461.00
b) Cu. M. 5014.00 461.00M-20
Providing and casting in situ cement concrete ____
of trap metal for plain or moulded sills, cornice
jambs, block in course or architraves of required
size and shape, including centering, formwork
compacting, roughening the exposed faces if
special finish is to be provided and curing etc.
complete.
Spec. No.:Bd-E -5 Page No. 290
M-15
16
Completed Labour
1
Bd. F -1
a) M-20 Cu. M. 4438.00 661.00
b) M-25 Cu. M. 4622.00 695.00
c) M-30 Cu. M. 4726.00 695.00
2
Bd. F -3
a) M-20 Cu. M. 4513.00 661.00
b) M-25 Cu. M. 4622.00 695.00
c) M-30 Cu. M. 4726.00 695.00
3
Bd. F -4
a) M-20 Cu. M. 5860.00 1040.00
b) M-25 Cu. M. 5928.00 1040.00
c) M-30 Cu. M. 6030.00 1040.00
Bd - F : Reinforced Cement Concrete
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
Providing and casting in situ cement concrete ____
of trap metal for R.C.C. columns as per detailed
designs and drawings or As directed by Engineer-In-
Charge., including centering, formwork,
compacting, roughening the surface if special finish
is to be provided and curing etc. complete.
(Excluding steel reinforcement)
Spec. No.:Bd-F -4 Page No. 298
Providing and casting in situ cement concrete
_____ of trap metal for R.C.C. pile caps as per
detailed designs and drawings, including bailing out
water manually, centering, formwork, compacting,
finishing and curing etc. complete. (Excluding steel
reinforcement)
Spec. No.:Bd-F -1 Page No. 297
Providing and casting in situ cement concrete ____
of trap metal for R.C.C.. work like raft, grillage, strip,
foundations and footing of R.C.C. Columns and
steel stanchions, including bailing out water
manually, centering, formwork, compacting,
finishing and curing etc. complete. (Excluding steel
reinforcement)
Spec. No.:Bd-F -3 Page No. 298
Deleted
17
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
4
Bd. F -6
a) M-20 Cu. M. 6150.00 1232.00
b) M-25 Cu. M. 6193.00 1237.00
c) M-30 Cu. M. 6299.00 1238.00
5
Bd. F -8
a) M-20 Cu. M. 5976.00 1368.00
b) M-25 Cu. M. 7254.00 1368.00
c) M-30 Cu. M. 7321.00 1368.00
6
Bd. F -9
a) M-20 Cu. M. 6985.00 1368.00
b) M-25 Cu. M. 7086.00 1368.00
c) M-30 Cu. M. 7153.00 1368.00
Providing and casting in situ cement concrete
_____ of trap metal for R.C.C. chhajja as per
detailed designs and drawings, including centering,
formwork, compacting, roughening the surface if
special finish is to be provided and curing etc.
complete. (Excluding steel reinforcement)
Spec. No.:Bd-F -9 Page No. 303
Providing and casting in situ cement concrete ____
of trap metal for R.C.C. Beams and Lintels as per
detailed drawings and designs or as directed by
Engineer-In-Charge., including centering formwork,
compacting, roughening the surface if special finish
is to be provided and curing etc. complete.
(Excluding steel reinforcement.)
Spec. No.:Bd-F -6 Page No. 300
Providing and casting in situ cement concrete
_____ of trap metal for R.C.C. Slabs and landings
of all thickness as per detailed drawings and
designs, including centering, formwork, compacting,
roughening the surface if special finish is to be
provided and curing etc. complete. (Excluding steel
reinforcement)
Spec. No.:BdF -8 Page No. 302
18
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
7
Bd. F -10
a) M-20 Cu. M. 7185.00 1395.00
b) M-25 Cu. M. 7293.00 1395.00
c) M-30 Cu. M. 7360.00 1395.00
8
Bd. F -13
a) M-20 Cu. M. 6316.00 1174.00
b) M-25 Cu. M. 6390.00 1174.00
c) M-30 Cu. M. 6461.00 1174.00
9
Bd. F -11
a) M-20 Cu. M. 7383.00 1504.00
b) M-25 Cu. M. 7608.00 1504.00
c) M-30 Cu. M. 7681.00 1504.00
Providing and casting in situ cement concrete ___
of trap metal for R.C.C. canopy as per detailed
designs and drawings, including centering,
formwork, compacting roughening the surface if
special finish is to be provided and curing etc.
complete. (Excluding steel reinforcement).
Spec. No.:Bd-F -10 Page No. 304
Providing and casting in situ cement concrete ____
of trap metal for R.C.C. waist slabs, steps and
parapet as per detailed drawings for staircases,
including centering, formwork, compacting,
roughening the surface if special finish is to be
provided and curing etc. complete. (Excluding steel
reinforcement)
Spec. No.:Bd-F -13 Page No. 305
Providing and casting in situ cement concrete ____
of trap metal for R.C.C. pardi 75mm thick, including
centering formwork, compacting, roughening the
surface if special finish is to be provided and curing
etc. complete. (Excluding steel reinforcement)
Spec. No.:Bd-F -11 Page No. 304
19
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
10
Bd. F -16
a) M-20 Cu. M. 7680.00 1678.00
b) M-25 Cu. M. 8015.00 1678.00
c) M-30 Cu. M. 8611.00 1678.00
11
Bd. F -17
M.T. 57000.00 4012.00
M.T. 60000.00 4012.00
M.T. 61800.00 4012.00
12
Bd. F -20 Sq.M. 595.00 53.00
13
Spec. Cu. M. 47.00 9.00
Providing and fixing in position steel bar
reinforcement of various diameters for R.C.C. pile
caps, footings, foundations, slabs, beams, columns,
canopies, staircases, newels, chajjas, lintels,
pardies, coping, fins, arches, etc. as per detailed
designs, drawings and schedules, including cutting,
bending, hooking the bars, binding with wires or
tack welding and supporting as required etc.
complete.
Spec. No.:Bd-F -17 Page No. 306
a) Mild Steel
b) HYSD Fe - 415
Providing and casting in situ cement concrete ___
of trap metal for R.C.C. fins 65 mm thick in position
as shown in drawings or as directed by Engineer-In-
Charge, including centering formwork, compacting,
roughening the surface if special finish is to be
provided and curing etc. complete. (Excluding steel
reinforcement)
Spec. No.:Bd-F -16 Page No. 306
As directed by Engineer-In-Charge.
c) TMT - 500
Providing and fixing in position after hoisting,
precast 1:2 cement mortar reinforcment jali 50
mm. thick, of approved design, cement mortar 1:3
and curing complete (including mild steel bar
reinforcement).
Spec. No.:Bd-F -20 Page No. 307
Providing and placing PVC cover block of required
size at the rate of 27 Nos. per 10 Square Metre to
reinforcement to give a clear cover as per I.S.456-
2000 in R.C.C. slabs. (Unit of this item is for volume
of concrete )
20
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
14
Spec. Cu. M. 91.00 9.00
15
Spec. Cu. M. 83.00 14.00As directed by Engineer-In-Charge.
Providing and placing in position PVC cover blocks
of required size at 90cm centre to centre to each
main bottom bars and to stirrups at sides to give
required clear cover from all sides as per I.S.456-
2000 in R.C.C. beams etc. complete. (Unit of this
item is for volume of concrete)
As directed by Engineer-In-Charge.
Providing and placing PVC cover blocks of required
size at 1.50 metres centre to centre near the edge
of each side and at cente when the width is more
than 75 cm to reinforcement to give a clean cover of
40 mm to 65 mm from all sides as per I.S.456-2000
in R.C.C. columns etc. complete. (Unit of this item
is for volume of concrete )
Deleted
21
Completed Labour
1
Bd. G -1 Cu. M. 3780.00 726.00
2
Bd. G -5 Cu. M. 3990.00 882.00
3
Bd. G -7 Sq. M. 492.00 85.00
4
Bd. G -10
Cu. M. 4008.00 971.00
Cu. M. 4756.00 1262.00b) Curved,
Providing Second Class Burnt Brick masonry with
conventional / I.S. type bricks in cement mortar 1:4
in half brick thick wall including mild steel
longitudinal reinforcement of 2 bars of 6mm
diameter / 2 hoop iron strips 25mm x 1.6 mm
painted with anticorrosive paint at every third course
properly bent and bonded at ends, scaffolding,
racking out joints and watering etc. complete.
Spec. No.:BdG -7 Page No. 316
Providing Second class Burnt Brick masonry with
conventional/I.S.. type bricks in cement mortar 1:4
including scaffolding, raking out joints and watering
and pillars of shapes as shown in the drawings etc.
complete.
Providing Second class Burnt Brick masonry with
conventional / I.S. type bricks in cement mortar 1:6
in foundations and plinth of inner walls & external
walls, including bailing out water manually, striking
joints on unexposed faces, racking out joints on
exposed faces and watering etc. complete.
Spec. No.:Bd-G -10 Page No. 318
Spec. No.:Bd-G -1 Page No. 313
Providing Second Class Burnt Brick masonry with
conventional/I.S. type bricks in cement mortar 1:6 in
superstructure, including striking joints, racking out
joints, watering and scaffolding etc. complete.
Spec. No.:Bd-G -5 Page No. 315
a) Rectangular or square,
Bd - G : Brick Masonry
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
Deleted
22
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
5
Bd. G 1 - Spec. Cu. M. 3865.00 649.00
6
Bd. G5 - Cu. M. 4168.00 767.00
7
Bd. G7 - Spec. Sq. M 560.00 89.00
8
Bd. G10 - Spec.
Cu. M. 4110.00 930.00
Cu. M. 4853.00 1210.00
a) Rectangular or square,
b) Curved,
Providing Second class Burnt Brick masonry in
cement mortar 1:4 using flyash bricks in half brick
thick wall including mild steel longitudinal
reinforcement of 2 bars of 6mm diameter /2 hoop
iron strips 25mm x 1.6mm at every third course,
properly bent and bounded at ends scaffolding
racking out joints and watering complete.
Bd.G7 page 316
Providing Second class Burnt Brick masonry in
cement mortar 1:4 using flyash bricks including
scaffolding raking joints and watering in pillar of -----
---------- as shown in the drawing.
Bd.G10 page 318
Bd-G5 page 315
Providing Second class Burnt Brick masonry in
cement mortar 1:6 using flyash bricks in
foundations and plinth of inner walls & external
walls, including bailing out water manually, striking
joints on unexposed faces, racking out joints on
exposed faces and watering complete.
Bd-.G1 page 313
Providing Second class Burnt Brick masonry in
cement mortar 1:6 using flyash bricks in
superstructure including striking joints racking out
joints watering and scaffolding complete.
23
Completed Labour
1
Bd. H. -1 Cu. M. 2670.00 793.00
2
Bd. H. -4 Cu. M. 2881.00 900.00
3
Bd. H. -11 Cu. M. 4809.00 1282.00
4
Bd. H. -12 Cu. M. 5196.00 1319.00
5
Bd. H. -14 Cu. M. 4417.00 1532.00
6
Bd. H. -40 Cu. M. 4505.00 1553.00
Providing coursed rubble 2nd sort masonry using all
stones of full height in each course of trap stones in
cement mortar 1:6 in superstructure, including
racking out joints when plastering is to be done /
striking out joints, watering and scaffolding etc.
complete.
Providing uncoarsed rubble masonry of trap stones
in cement mortar 1:6 in foundation and plinth of
inner wall, including bailing out water manually,
striking joints on unexposed faces and watering etc.
complete.
Spec. No.:Bd-H. -1 Page No. 329
Providing uncoarsed rubble masonry of trap stones
in cement mortar 1:6 in superstructure, including
racking out joints when plastering is to be done /
striking out joints, watering and scaffolding etc.
complete.
Bd - H : Stone Masonry
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
Providing coursed rubble masonry 1st sort of trap
stones in cement mortar 1:6 in super structure
including raking out joints on the inside when
plastering is to be done scaffolding etc. complete.
Spec. No.:BdH. -14 Page No. 333 to 334
Providing coursed rubble masonry 1st sort for pillar
of trap stones in cement mortar 1:6 including
pointing with cement mortar 1:3 scaffolding and
watering etc. complete.
Spec. No.:Bd-H. -40 Page No. 345
Spec. No.:Bd-H. -4 Page No. 331
Providing coursed rubble 2nd sort masonry using all
stones of full height in each course of trap stones in
cement mortar 1:6 in external walls of plinth,
including striking joints, raking out joints, watering
etc. complete.
Spec. No.:Bd-H. -12 Page No. 333
Spec. No.:Bd-H. -11 Page No. 333
Deleted
24
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
7
Bd. H. -6 Cu. M. 2559.00 1267.00Spec. No.:Bd-H. -6 Page No. 332
Providing random rubble masonry 2nd sort of trap
stones in cement mortar 1:6 in superstructure,
raking out joints when no pointing or plastering is to
be done on the inside, watering and scaffolding etc.
complete.
25
Completed Labour
1
Bd. I. -1 Sq. M. 427.00 133.00
2
Bd. I. -1 Sq. M. 864.00 202.00
3
Bd. I. -1 Sq. M. 1021.00 179.00
4
Bd. I. -1 Sq. M. 558.00 51.00
Providing and laying I.S. standard cement concrete
hollow block 100 x 200 x 400 mm in cement mortar
1:6 for superstructure including raking out joints,
when plastering is to be done/striking joints when
no plastering is to be done, curing and scaffolding
etc. complete.
Bd - I : Block Masonry
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
Spec. No.:Bd-I. -1 Page No.349
Spec. No.:Bd-I. -1 Page No.349
Providing and laying I.S.. standard cement concrete
hollow block 200 x 200 x 400 mm in cement mortar
1:6 for superstructure including raking out joints,
when plastering is to be done/striking joints when
no plastering is to be done curing and scaffolding
etc. complete.
Spec. No.:BdI. -1 Page No.349
Providing and constructing 1:5:8 cement concrete
solid block 300 x 200 x 150 mm in cement mortar
1:6 for external block masonry, raking out joints,
when plastering is to be done/striking joints when
no plastering is to be done, curing and scaffolding
etc. complete.
Spec. No.:Bd-I. -1 Page No.349
Providing and constructing 100 mm thick Siporex
block partition in cement mortar 1:4 having mortar
joint 6 mm thick including scaffolding curing etc.
complete.
Deleted
26
Completed Labour
1
Bd. J. -2 Sq. M. 267.00 37.00
2
Bd. J. -2 Sq. M. 479.00 8.00
3
Bd. J. -3 Sq. M. 120.00 15.00
4
Spec. Sq. M. 139.00 49.00
5
Spec. Sq. M. 559.00 155.00
Spec. No.:BdJ. -3 Page No.356
Finishing the terrace slab integrally mixed with
water proofing compound in cement mortar 1:3
proportion with 20 mm thick layer, including curing,
finishing using approved water proofing compound
at rate of 1 kg per 50 kg of cement etc. complete.
Bd - J : Water Proofing
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
Providing and laying damp-proof course 50mm
thick M-20 cement concrete layer and bitumen
using cement with approved water proofing
compound at the rate of 1 kg per 50 kg of cement
Spec. No.:BdJ. -2 Page No.355
Providing and laying damp proof course 50mm thick
of Shahabad Stone and bitumen etc. complete.
Spec. No.:BdJ. -2 Page No.355
Providing and applying bitumen layer at 2kg/square
metre over terrace structural slab including cleaning
the surface for water proofing etc. complete.
As directed by Engineer-In-Charge.
Providing and laying water proofing treatment of
112 mm average thickness consisting of 12 mm
thick layer in cement mortar 1:3 with water proofing
compound at the rate of one kilograme per bag of
cement as base, constructing and laying brick bat
coba in cement mortar 1:5 with waterproofing
compound at the rate of one kilogramme per bag of
cement and having average thickness of 80mm and
finishing with 20 mm cement plaster layer in cement
mortar 1:3 with approved water proofing compound
at the rate of one kilogramme per cement bag,
including all lead, lifts and laid to proper slope to
drain off water entirely inlcuding watta at the
junction of parapet and work upto a height of 30 cm
or as directed and, including finishing the top layer
of water proofing treatment with false marking of 30
x 30cm or as directed and covering the whole
treatment with seven year's guarantee, on requisite
stamp paper etc.complete.
As directed by Engineer-In-Charge.
Deleted
27
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
6
Spec. Sq. M. 210.00 31.00
7
Spec. Sq. M. 92.00 81.00
8
Spec. Sq. M. 276.00 130.00
9
Spec. Cu. M. 2938.00 926.00
10
Spec. Sq. M. 304.00 141.00
11
Spec. Sq. M. -- --
As directed by Engineer-In-Charge.
Providing waterproof bedding for flooring of bath
and W.C. 25 mm thick in cement mortar 1:3 using 1
kg of approved waterproofing compound of IS Std.
per 50 kg of cement, including leveling, curing etc.
complete.
Providing leak proof treatment by injection grouting
method to old floor without removing tiles of
W.C../Bath with approved water proofing compound
of IS standard and cement solution (fine sand,
cement etc.) without breaking tiles making holes,
refilling and making them water tight including
making good the damages, cleaning etc. complete.
As directed by Engineer-In-Charge.
Removing existing water proofing treatment (all
types) from terrace without damages to structure,
leveling and cleaning the surface for providing new
specialized water proofing treatment etc. complete
as directed.
As directed by Engineer-In-Charge.
Providing water proofing by Polymerized water
proofing compound to the virgin slab in 3 coats with
7 years guarantee on court fee stamp paper of
Rs.100/- including materials and labour and
ponding test etc. complete (with the permission of
S. E.)
As directed by Engineer-In-Charge.
As directed by Engineer-In-Charge.
Providing waterproof plaster in W.C. and bath 20
mm thick for dado in cement mortar 1:3 with neat
finishing, floating using approved waterproofing
compound of IS Std. at the rate of one kg per 50 kg
of cement etc. complete.
As directed by Engineer-In-Charge.
Providing waterproofing in W.C. and bath including
brick bat coba in all positions consisting of
specialized materials as per IS Standard and
covering 7 years guarantee on requisite stamp
paper including all leads, lifts etc. complete.
28
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
12
Spec. Sq. M. 459.00 43.00
13
Spec. Sq. M. 252.00 52.00
14
Spec. Sq. M. -- --As directed by Engineer-In-Charge.
Providing and applying Polysafe-EC for (Patent
No.571) external walls, slopping R.C.C. roofs, in
three coats to avoid water penetration, ultra-violet
effects of Sun-rays, fungus development and to
protect the reinforcement from corrosion in
atmospheric effects. Cleaning the surface of
concrete by brushing with solvent and applying
Polysafe-EC chemical coating with primer and after
24 hour interval applying 1st coat, and after 24 hour
interval applying second, third & final coat of
approved shade, colour, avoid smoking while
painting including necessary scaffolding etc.
complete. (with the permission of S. E.)
As directed by Engineer-In-Charge.
Providing water proofing treatment by Polymerized
water proofing compound to the Water tank, W.C..
or toilet ducts in three coats with 7 years guarantee
on court fee stamp paper of Rs.100/- including
materials and labour and including ponding test etc.
complete. (with the permission of S. E.)
As directed by Engineer-In-Charge.
Providing water proofing treatment as per IS 1346-
1966 to generally inaccessible sloping R.C.C.
terrace slab with bitumen fetts in all positions in five
coarse consisting of applying cold bitumen primer
coat at the rate of 2.50 litre/10 sq.m. hot bitumen
layer at the rate of 14.50 kg/ 10 sq.m. and over the
same layer of bitumen fett of type III grade as per
IS 1332-1965 across slope with 10 cm overlap
commencing at the lowest level and again applying
hard bitumen coarse at the rate of 14.50 kg/10 sq
m. and finally spreading over it grit at the rate of
14.50 kg / 10 sq.m. including all lifts. leads and
scaffoldings whenever necessary complete as
directed with five year guarantee etc. complete.
Deleted29
Completed Labour
1
Bd. K. -1A Sq. M. 2180.00 191.00
2
Bd. K. -1B Sq. M. 3006.00 241.00
3
Bd. K. -1A Sq. M. 3045.00 241.00
4
Bd. K. -1A Sq. M. 4103.00 361.00
5
Sq. M. 55.00 11.00
Providing expansion joints in R.C.C. framed
structure (interior columns) with plain premoulded
bituminous filler 25 mm thick, including fixing
C.C.T.W. battens both faces etc. complete as
directed.
Bd - K : Expansion Joints
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs.)
As directed by Engineer-in-charge.
Providing expansion joints in R.C.C. framed
structure (at floor level) with pre-moulded
bituminous filler 25mm thick and 3 mm thick
aluminium plate as required, bitumen poured filler
and fixing C.C.T.W.. battens on upper faces etc.
complete as directed.
Spec. No.:BdK.-1A Page No.359
Providing expansion joints in R.C.C. framed
structure (at terrace level) with pre-moulded
bituminous filler 25 mm thick and 3mm thick
aluminium plate as required bituminous poured filler
fixing lead flushing on upper side and C.C.T.W.
battens and inner face finishing etc. complete as
directed.
Spec. No.:BdK.-1A Page No.359
Spec. No.:BdK.-1A Page No.359
Providing expansion joints in R.C.C. framed
structure (exterior columns) with plain pre-moulded
bituminous filler 25 mm thick and 3 mm thick
aluminium plate, hold fast, fixing C.C.T.W.. battens
on internal face, finishing etc. complete as directed.
Spec. No.:BdK.-1B Page No.359
Providing and fixing chicken mesh of 22 guage with
about 35 cm. width at the junction of R.C.C.
membes and brick work, of approved quality
including fixing mesh in position by necessary
nailing in concrete or B.B. masonry and tying by
binding wire etc. complete.
Deleted
Deleted30
Completed Labour
1
Bd. L. -1
a) in cement mortar 1:3 .Sq.M. 101.00 55.00
b) in cement mortar 1:4 Sq.M..Sq.M. 96.00 55.00
2
Bd. L. -2
a) in cement mortar 1:3 Sq. M. 154.00 67.00
b) in cement mortar 1:4 Sq.M..Sq.M. 140.00 67.00
c) in cement mortar 1:5 Sq.M..Sq.M. 132.00 67.00
3
Bd. L. -3 Sq. M. 203.00 86.00
4
Bd. L. -4
a) in cement mortar 1:4 Sq. M. 222.00 115.00
b) in cement mortar 1:5 Sq.M..Sq. M. 212.00 115.00
Providing internal cement plaster 20mm thick in a
single coat, in cement mortar 1:3 without neeru
finish to stone masonry and concrete members
surface in all positions including scaffolding, racking
out joints, providing groove at joints of stone
masonry and concrete members and curing etc.
complete.
Spec. No.:BdL.-3 Page No.368
Providing internal cement plaster 20mm thick in two
coat, ________ without neeru finish to brick
masonry or concrete surface in all positions
including scaffolding, racking out joints, providing
groove at joints of stone masonry and concrete
members and curing etc. complete.
Spec. No.:BdL.-4 Page No.368
Providing internal cement plaster 6mm thick in a
single coat _________ without neeru finish to
concrete surface in all position including scaffolding
and curing etc. complete.
Spec. No.:BdL.-1 Page No.367
Providing internal cement plaster 12mm thick in a
single coat, ______without neeru finish to concrete
or brick surface in all positions including racking out
joints, scaffolding and curing etc. complete.
Spec. No.:BdL.-2 Page No.367
Bd - L : Plastering and Pointing
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
Deleted
31
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
5
Bd. L. -5 Sq. M. 291.00 153.00
6
Bd. L. -7 Sq. M. 386.00 196.00
7
Bd. L. -8 Sq. M. 332.00 167.00
8
Bd. L. -9 Sq. M. 367.00 167.00
Providing cement plaster 25mm thick in two coat, in
cement mortar 1:4 without neeru finish to concrete
brick or stone surface in all positions including
racking out joints, scaffolding and curing etc.
complete.
Spec. No.:BdL.-5 Page No.368
Providing sand face plaster externally in two coats
using approved screened sand in all positions,
including providing base coat of 15 mm thick in
cement mortar 1:4 mixing approved water proofing
compound at the rate of 1 kilogramme / 50 kg of
cement and curing the same for not less than two
days and keeping the surface of base coat rough to
receive the sand faced treatment 8 mm thick in
cement mortar 1:4 and finishing the surface by
taking out grains and curing for 14 days including
preparing the surface, watering and scaffolding etc.
complete.
Spec. No.:BdL.-7 Page No.369
Providing rough cast cement plaster externally in
two coats to concrete / brick / stone masonry in all
positions with base coat of 12 to 15 mm thick in
cement mortar 1:4 mixing approved water proofing
compound at the rate of 1Kg / 50Kg.of cement and
over it rough cast treatment 12 mm thick in
proportion 1:11/2:3 including racking out joints,
scaffolding and forteen days curing complete.
Spec. No.:BdL.-8 Page No.370
Providing rough cast cement plaster externally in
two coats with coloured cement finish to concrete /
brick / stone masonry in all positions with base coat
of 12 to 15 mm thick in cement mortar 1:4 mixing
approved water proofing compound at the rate of 1
kg/50kg of cement and over it rough cast treatment
12 mm thick in proportion 1:11/2:3 including racking
out joints, scaffolding and forteen days curing etc.
complete.
Spec. No.:BdL.-9 Page No.370
32
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
9
Bd. L. -10 Sq. M. 34.00 19.00
10
Bd. L. -10 Sq. M. 79.00 27.00
11
Bd. L. -11 Sq. M. 507.00 250.00
12
Bd. L. -15 Sq. M. 93.00 72.00
13
Bd. L. -15 Sq. M. 79.00 72.00
14
Bd. L. -16 Sq. M. 134.00 117.00
15
Bd. L. -17 Sq. M. 129.00 104.00
16
Sq. M. 93.00 72.00
Providing exterior stone-crete facing of approved
colour and dressing with base coat of 12 to 15mm
thick in cement mortar 1:3 using approved water
proofing compound at the rate of 1 Kilogramme / 50
kg. of cement to brick/stone/concrete surface in all
positions including final coat for stone-crete facing
of thickness not less than 12 mm. in cement mortar
1:3 using coloured pigment including racking out
joints, scaffolding and curing for fourteen days etc.
complete.
Spec. No.:BdL.-11 Page No.371
Providing flush grooved pointing with cement mortar
1:3 to brick masonry including scaffolding and
curing etc. complete.
Spec. No.:BdL.-15 Page No.372
Providing neeru finish to plaster surface in all
position including scaffolding and curing etc.
complete.
Spec. No.:BdL.-10 Page No.370
Providing neeru finish to plaster surface for ceiling
including scaffolding and curing etc. complete.
(Only for repair work)
Spec. No.:BdL.-10 Page No.370
Providing weathered pointing with cement mortar
1:3 stone/brick masonry including scaffolding and
curing etc. complete.
Spec. No.:BdL.-17 Page No.373
Providing 'V' groove pointing with cement mortar 1:3
to stone masonry/brick masonry including
scaffolding and curing etc. complete.
Spec. No.:BdL.-18 Page No.373
Providing flush grooved pointing with cement mortar
1:3 to stone masonry including scaffolding and
curing etc. complete.
Spec. No.:BdL.-15 Page No.372
Providing tuck pointing with cement mortar 1:3 for
stone/brick masonry including scaffolding and
curing etc. complete.
Spec. No.:BdL.-16 Page No.373
Deleted33
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
17
Bd. L. -2 Sq. M. 134.00 67.00
18
Bd. L. -3 Sq. M. 180.00 86.00
19
Sq. M. 355.00 197.00
20
Spec. As directed by Engineer-in-charge. Sq. M. 386.00 200.00
21
Spec. As directed by Engineer-in-charge. Sq. M. 430.00 26.00
Providing marble touch plaster to plastered surface
3 to 4mm thick surface of marble paste including
providing primary coat with raw material such as
putty, cement,with approved adhesive including
5 years gurantee period including cleaning the
surface etc. complete.
Providing and fixing chicken wire mesh (Reference
IS 3150-1992) of 19 size of aperture at the junction
of R.C.. Members and brick work, of approved
quality including fixing mesh in position by
necessary nailing \in conrete or / B.B. masonry and
or tying by binding wire etc. complete.
Providing sand face plaster externally in two coats
using approved screened sand in all positions,
including preparing the surface, providing base coat
of 15 mm thick in cement mortar 1:4 mixing
approved water proofing compound at the rate of 1
kilogramme / 50 kg of cement, curing the same for
not less than two days, keeping the surface of base
coat rough to receive the sand faced treatment 8
mm thick in cement mortar 1:4 and finishing the
surface by taking out grains, curing for 14 days,
scaffolding etc. complete, using Portland Pozzolana
Cement & Flyash.
Spec. No.: BdL.-7 Page No.369and IS1489
Providing internal cement plaster 20mm thick in a
two coat in c.m.. 1:4 without neeru finish to brick
suface including scaffolding and curing complete
using Portland pozzolona cement and flyash.
Spec. No.: BdL.-3 Page No.368and IS1489
Providing internal cement plaster 12mm thick in a
single coat in c.m.. 1:3 without neeru finish to brick
surface including scaffolding and curing complete
using Portland pozzolona cement and flyash.
Spec. No.:BdL.-2 Page No.367and IS1489
Deleted
34
Completed Labour
1
Bd. M. -1
a) 25mm to 30mm thick Sq. M. 389.00 100.00
b) 40mm to 50mm thick Sq. M. 416.00 101.00
2
Bd. M. -1 Sq. M. 349.00 93.00
3
Bd. M. -3
a) 30 cm. x 30 cm. Sq. M. 628.00 126.00
b) 55 cm. x 55 cm. Sq. M. 665.00 126.00
4
Bd. M. -3
a) 30 cm. x 30 cm. Sq. M. 596.00 126.00
b) 55 cm. x 55 cm. Sq. M. 666.00 126.00
Bd - M : Paving, Flooring and Dado
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
Providing and laying rough Shahabad Stone
Flooring ---------------------- and 30cm wide in
plain/diamond pattern on a bed of cement mortar
1:6 including cement float, pointing in cement
mortar 1:3, curing and cleaning etc. complete.
Spec. No.:BdM.-1 Page No.379
Providing and laying rough Shahabad Stone
Flooring 25mm to 30mm thick on a bed of sand
including cement float, pointing in cement mortar
1:3, curing and cleaning etc. complete.
Spec. No.:BdM.-1 Page No.379
Providing and laying in position polished Shahabad
Stone flooring -------- of approved quality 25mm to
30mm thick in plain/diamond pattern on a bed of
cement mortar 1:6 including cement float, filling
joints with neat cement slurry, curing, polishing and
cleaning etc. complete.
Spec. No.:BdM.-3 Page No.380
Providing and laying in position polished Tandur
Stone flooring ------- of approved quality 25mm to
30mm thick in plain/diamond pattern on a bed of
cement mortar 1:6 including cement float, filling
joints with neat cement slurry, curing, polishing and
cleaning etc. complete.
Spec. No.:BdM.-3 Page No.380
Deleted
35
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
5
Bd. M. -3
a) 30 cm. x 30 cm. Sq. M. 1031.00 126.00
b) 55 cm. x 55 cm. Sq. M. 1086.00 126.00
6
Bd. M. -5 Sq. M. 683.00 141.00
7
Bd. M. -5 Sq. M. 649.00 153.00
8
Bd. M. -5 Sq. M. 1086.00 153.00
9
Bd. M. -6
a) 40mm Sq. M. 290.00 106.00
b) 50mm Sq. M. 336.00 106.00
Providing and laying in position polished Kota Stone
flooring --------- of approved quality 25mm to 30mm
thick in plain/diamond pattern on a bed of cement
mortar 1:6 including cement float, filling joints with
neat cement slurry, curing, polishing and cleaning
etc. complete.
Spec. No.:BdM.-3 Page No.380
Providing and laying in position skirting or dado of
polished Shahabad Stone slab of approved quality
25mm to 30mm thick on plaster in cement mortar
1:4, including cement float, filling joints with neat
cement slurry, curing polishing and cleaning etc.
complete.
Spec. No.:BdM.-5 Page No.381
Providing and laying cement concrete flooring --------
mm thick with cement concrete M-25 laid to proper
line, level and slope in alternate bays including
compaction, filling joints marking lines to give
appearance of tiles 30cm x 30cm or other
approved design, finishing smooth (with extra
cement) in approved colour as directed and curing
etc. complete.
Spec. No.:BdM.-6 Page No.381
Providing and laying in position skirting or dado of
polished Tandur Stone slab of approved quality
25mm to 30mm thick on plaster in cement mortar
1:4, including cement float, filling joints with neat
cement slurry, curing polishing and cleaning etc.
complete.
Spec. No.:BdM.-5 Page No.381
Providing and laying in position skirting or dado of
polished Kota Stone slab of approved quality 25mm
to 30mm thick on plaster in cement mortar 1:4,
including cement float, filling joints with neat cement
slurry, curing polishing and cleaning etc. complete.
Spec. No.:BdM.-5 Page No.381
36
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
10
Bd. M. -12
a) 148.5x148.5mm Sq. M. 998.00 170.00
b) 200 x 100mm Sq. M. 1034.00 170.00
11
Bd. M. -12
a) 148.5x148.5mm Sq. M. 990.00 156.00
b) 200 x 100mm Sq. M. 1016.00 156.00
12
Bd. M. -13
a) 148.5x148.5mm Sq. M. 990.00 304.00
b) 200 x 100mm Sq. M. 1016.00 509.00
13
Bd. M. -13
a) 148.5x148.5mm Sq. M. 905.00 326.00
b) 200 x 100mm Sq. M. 1085.00 326.00
Providing and laying white glazed tiles of ---------------
------------ in size and 5 to 6 mm thick for flooring in
required positions and laid on a bed of cement
mortar 1:4 including neat cement float, filling joints
with white cement slurry, curing and cleaning etc.
complete. (Including all specials required like round
edge tiles, corner cups ,etc.) (with white cement)
Spec. No.:BdM.-12 Page No.385
Providing and laying coloured glazed tiles of ----------
----------- in size and 5 to 6 mm thick for flooring in
required positions and laid on a bed of cement
mortar 1:4 including neat cement float, filling joints
with white cement slurry, curing and cleaning etc.
complete. (Including all specials required like round
edge tiles, corner cups, etc)
Spec. No.:BdM.-12 Page No.385
Providing and fixing coloured glazed tiles of -----------
---------- in size and 5 to 6 mm thick for dado and
skirting in required positions on plaster of cement
mortar 1:4 including neat cement float, including
filling joints with white cement slurry, curing and
cleaning etc. complete. (Including all specials
required like round edge tiles, corner cups, etc)
Spec. No.:BdM.-13 Page No.386
Providing and fixing white glazed tiles of ----------------
------- in size and 5 to 6 mm thick for dado and
skirting in required positions on plaster of cement
mortar 1:4 including neat cement float, including
filling joints with white cement slurry, curing and
cleaning etc. complete. (Including all specials
required like round edge tiles, corner cups, etc)
Spec. No.:BdM.-13 Page No.386
37
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
14
Bd. M. -12
a) 60x60cm. Sq. M. 1259.00 277.00
b) 45x45cm. Sq. M. 1224.00 277.00
c) 30x30cm. Sq. M. 1172.00 277.00
d) 20x20cm. Sq. M. 1085.00 277.00
15
Bd. M. -13
a) 60x60cm. Sq. M. 1296.00 277.00
b) 45x45cm. Sq. M. 1296.00 277.00
c) 30x30cm. Sq. M. 1295.00 277.00
d) 20x20cm. Sq. M. 1132.00 277.00
16
Bd. M. -14
a) Grey cement base Sq. M. 494.00 110.00
b) White cement base Sq. M. 595.00 110.00
Providing and laying ------- marble mosaic 25 x
25cm and 20mm thick for flooring in required
position set on a bed of 1:4 cement mortar including
neat cement float, filling the joints with white cement
slurry mixed with approved shade of pigment to
match the colour of tiles, curing, polishing and
rubbing etc. complete with/without border.
Spec. No.:BdM.-14 Page No.386
Providing and fixing ceramic tiles of IS Std. and
approved quality ______ cm size for flooring in
required position laid on bed of cement mortar 1:4
including cement float, filling joint with white/colour
cement slurry, cleaning, curing, etc. complete.
Spec. No.:BdM.-12 Page No.385
Providing and laying ceramic tiles of IS Std. and
approved quality ______ cm size for dado and
skirting in required position with ready made
adhesive mortar of approved quality in required
position after making the wall portion in level in
plaster of cement mortar 1:4 including joint filling
with white/colour cement slurry, cleaning, curing
etc. complete.
Spec. No.:BdM.-13 Page No.386
38
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
17
Bd. M. -15
a) gray cement base Sq. M. 583.00 188.00
b) white cement base Sq. M. 653.00 188.00
18
Bd. M. -16 Sq. M. 2729.00 120.00
19
Bd. M. -17 Sq. M. 2785.00 166.00
20
Bd. M. -18 Sq. M. 571.00 166.00
Providing and fixing -------------- marble mosaic 25 x
25cm and 20mm thick of approved colour and
pattern, white and coloured marble chips of size 6
to 20 mm for dado and skirting in required position
set on a bed of 1:4 cement mortar including neat
cement float, filling the joints with white cement
slurry mixed with approved shade of pigment to
match the colour of tiles, curing, polishing and
rubbing etc. complete with / without border.
Spec. No.:BdM.-15 Page No.387
Providing and laying machine cut white / coloured
marble slab 60 x 45 cm and 20 mm thick of
approved quality, vein and colour for flooring in
required pattern on a bed of 1: 6 cement mortar
including neat cement float, filling joints with
white/coloured cement slurry, curing, polishing and
cleaning complete.
Spec. No.:BdM.-16 Page No.387
Providing and laying machine cut white / coloured
marble slab 60 x 45 cm and 20 mm thick of
approved quality, vein and colour for dado and
skirting in required pattern on a bed of 1: 4 cement
mortar including neat cement float, filling joints with
white/coloured cement slurry, curing, polishing and
cleaning etc. complete.
Spec. No.:BdM.-17 Page No.387
Providing and laying in situ marble mosaic of 10
mm thickness with white and coloured marble chips
of size 6 mm in coloured cement in suitable panels
for flooring including under layer of 1:2:4 I.P.S.. 30
mm. thick, providing aluminium strips to form
panels, leveling, compaction, curing, polishing and
cleaning etc. complete.
Spec. No.:BdM.-18 Page No.387
39
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
21
Bd. M. -19 Sq. M. 562.00 283.00
22
Bd. M. -20 Sq. M. 488.00 240.00
23
Spec. Sq. M. 455.00 86.00
24
Bd. M. -22
a) Shahabad Sq. M. 684.00 199.00
b) Tandur Sq. M. 715.00 195.00
c) Kota Sq. M. 1072.00 217.00
d) Black Kadappa Sq. M. 508.00 199.00
Providing and laying in required positions flooring of
tukada mosaic (broken mosaic tile pieces) of
approved coloured and pattern, set in a bed of 1:4
cement mortar, including neat cement/coloured
cement float, giving proper slopes, compaction,
curing and finishing etc. complete.
Spec. No.:BdM.-20 Page No.389
Providing and laying in situ marble mosaic dado
and skirting 6 mm thick with white and coloured
marble chips of size upto with suitable panels on
cement plaster 1:3, 20 mm thick including
aluminium strips for forming panels, rounding of
corners and junctions with flooring and walls,
curing, polishing and cleaning etc. complete.
Spec. No.:BdM.-19 Page No.388
Providing and fixing 1mm thick approved P.V.C.. /
Synthetic tiles flooring/dado & skirting of approved
make and quality and required size with ready
made adhesive (ISI mark quality) including cleaning
surface before laying, leveling the surface etc.
complete.
As directed by Engineer-In-Charge.
Providing and laying polished -----------------------
stone slabs 25 to 30 mm thick for treads and risers
for steps and staircase in one piece with rounded
nosing & engraving three lines for treads on bed of
1:4 cement mortar including neat cement float,
filling joints with cement slurry, curing, polishing and
cleaning etc. complete.
Spec. No.:BdM.-22 Page No.390
40
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
25
Bd. M. -25 Sq. M. 552.00 186.00
26
Bd. M. -26 Sq. M. 3006.00 174.00
27
Bd. M. -33B Sq. M. 539.00 132.00
28
Bd. M. -29
a) Shahabad Sq. M. 614.00 115.00
b) Tandur Sq. M. 594.00 115.00
c) Kota Sq. M. 1025.00 115.00
d) Black Kadappa Sq. M. 740.00 115.00
Providing sills, jambs and frames of polished ----------
--- stone 25 to 30 mm thick, on a bed of cement
mortar 1:4 including neat cement float, filling joints
with cement slurry, curing, polishing, rounding
edges, cleaning etc. complete
Spec. No.:BdM.-29 Page No.391
Providing and laying white cement based marble
mosaic tiles 20 mm thick of approved colour and
pattern with white and coloured marble chips of size
6 to 20mm for treads and risers of steps and
staircases, with nosing for the treads moulded as
per drawing or as directed on a bed 1:4 including
neat cement float, filling joints with neat coloured
cement slurry to match the colour of tile, curing,
polishing, and cleaning etc. complete.
Spec. No.:BdM.-25 Page No.391
Providing and laying white / approved colour marble
slabs 20 mm thick of approved quality, colour and
veins, for treads and risers of steps and staircases
in one piece with round nosing & engraving three
lines for treads on bed of 1:4 cement mortar
including neat cement float, filling joints with cement
slurry to match colour of the slabs, curing, polishing
and cleaning etc. complete.
Spec. No.:BdM.-26 Page No.391
Providing and laying precast polished chequered
colour cement tiles of size 20 x 32 and 20 mm thick
for treads and riser of steps and staircase with
nosing of treads moulded as per drawing or as
directed on bed of 1:4 cement mortar including neat
cement float, filling joints with cement slurry mixed
with approved shade of pigment to match the colour
of tiles, curing, polishing and cleaning etc.
complete.
Spec. No.:BdM.-33B Page No.392
41
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
29
Bd. M. -31 Sq. M. 2352.00 106.00
30
Bd. M. -35 Sq. M. 764.00 245.00
31
Sq. M. 893.00 269.00
32
Spec. Sq. M. 12.00 11.00
33
Spec. Sq. M. 43.00 41.00
34
Spec. Sq. M. 25.00 24.00
Providing hand polishing to dado, skirting including
cleaning, washing etc. complete as directed.
As directed by Engineer-In-Charge.
Providing sills, jambs and frames of white/approved
colour marble slabs 20 mm thick of approved
quality, vein and colour with machine polished
surface on a bed of cement mortar 1:4 including
neat cement float, filling joints with cement slurry to
match the colour of the slabs, curing polishing and
rounding edges, cleaning etc. complete.
Spec. No.:BdM.-31 Page No.392
Providing 25 to 30 mm thick partitions of polished
black Kadappa stone of approved shape, quality
and colour for urinals including cutting holes of
required sizes in appropriate places to receive pipes
etc., fixing in the cement mortar 1:3, curing and
cleaning etc. complete.
Spec. No.:BdM.-35 Page No.393
Providing and fixing Kadappa Stone slab for Kitchen
platform of approved type and design 40 mm thick
in cement mortar 1:4, including providing and fixing
border patti on front edge, filling joints, curing,
cleaning etc. complete.
As directed by Engineer-In-Charge.
Washing & Cleaning natural surface of stone or any
kind of marble including clearing etc. complete
As directed by Engineer-In-Charge.
Providing machine polishing to cement/marble
mosaic tiled flooring or any other type of flooring
including cleaning, washing, etc. complete as
directed.
As directed by Engineer-In-Charge.
42
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
35
Spec. Sq. M. 111.00 37.0036
Spec. Sq. M. 626.00 123.00
37
Bd.M-15 Sq.M. 512.00 123.00
38
Bd/M-12
p-385
Sq.M. 1363.00 319.00
Bd/M-12
p-385
Sq.M. 1107.00 319.00
39
Bd/M-13
p-386
Sq.M. 1389.00 368.00
Bd/M-13
p-386
Sq.M. 1210.00 368.00
Providing and laying flooring of gray cement based
marble moasic tiles of 25 x 25 cm on a bed of & [1:11/2]
lime mortar / 1:6 cement M. including neat cement float,
filling joints with near cement slurry, curing olishing &
cleaning without boarder, using 20 to 40 percent flyash.
Spec.No. :BDM-15 Page No.387
a) 600 mm x 600 mm and 10 mm thick having
Sqm. water absorption less than 0.05%
(*) (Except that rectified and vitrified mirror finish
decorative tiles of specified size and thickness shall be
used)
(*) (Except that rectified and vitrified mirror finish
decorative tiles of specified size and thickness shall be
used)b) 600 mm x 600 mm and 10 mm thick having
water absorption between 0.05% to 2.5%
b) 600 mm x 600 mm and 10 mm thick having Sqm.
water absorption between 0.05% to 2.5%
(*) (Except that rectified and vitrified mirror finish
decorative tiles of specified size and thickness shall be
used)Providing and laying Rectified and vitrified mirror
finish decorative type tiles of size of approved
make, shade and pattern for dado in required position laid
on plaster of 1:4 cement mortar, cement paste, filling
joints with neat cement slurry, curing and cleaning etc.
complete.
a) 600 mm x 600 mm and 10 mm thick having
water absorption less than 0.05%
(*) (Except that rectified and vitrified mirror finish
decorative tiles of specified size and thickness shall be
used
Providing wax polishing to floors and dado, preparing the
surface, scaffolding etc. complete. (S.E.'s prior
permission essential.)As directed by Engineer-In-Charge.
Providing and fixing precast heavy duty inter locked
concrete paving block of approved Shape of 60 mm
thickness having a strength of 300 kg/sq.mt.. of approved
quality and shape on a bed of grit / sand of 65mm thick,
striking joints and cleaning etc. complete.
As directed by Engineer-In-Charge.
Providing and laying Rectified and vitrified mirror
finish decorative type tiles of size of approved
make, shade and pattern for flooring in required position
laid on a bed of 1:4 cement mortar including neat cement
float, filling joints with cement slurry, curing and cleaning
etc. complete.
Deleted43
Completed Labour
1
Bd. N. -1.1
a) one coat Sq. M. 11.00 6.00
b) two coat Sq. M. 18.00 8.00
2
Bd. N. -1.2 Sq. M. 29.00 26.00
3
Bd. N. -1.2 Sq. M. 19.00 14.00
4
Bd. N. -1.3 Sq. M. 40.00 34.00
5
Bd. N. -1.3 Sq. M. 64.00 44.00
6
Bd. N. -1.4 Sq. M. 18.00 8.00
Providing and applying boiled linseed oil in ---------
coat to old wood work including knotting, preparing
the surface, scaffolding etc., complete as directed.
Spec. No.:BdN.-1.1 Page No.399
Providing and applying Wax polishing to the new
wood work, including knotting, preparing the
surface, scaffolding etc. complete as directed.
Bd - N : Wood Finishes
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
Spec. No.:BdN.-1.2 Page No.399
Providing and applying Wax polishing to the old
wood work, including knotting, preparing the
surface, scaffolding etc. complete as directed.
Spec. No.:BdN.-1.2 Page No.399
Providing and applying French polishing for
required finish on previously polished wood,
including knotting, preparing the surface,
scaffolding etc. complete as directed.
Spec. No.:BdN.-1.3 Page No.399
Providing and applying French polishing to new
wood work, including knotting, preparing the
surface, scaffolding etc. complete as directed.
Spec. No.:BdN.-1.3 Page No.399
Providing and applying varnish in one coat on
previously varnished wood work, including knotting,
preparing the surface, scaffolding etc. complete.
Spec. No.:BdN.-1.4 Page No.400
Deleted
44
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
7
Bd. N. -1.1
a) one coat Sq. M. 8.00 6.00
b) two coat Sq. M. 16.00 10.00
8
Spec. Sq. M. 589.00 292.00
Spec. No.:BdN.-1.6 Page No.400
Providing and applying Melamine polish of glossy /
mat required finish of approved colour to woodwork
by spray machine, including knotting and preparing
the surface by scrapping, applying French polishing,
scaffolding if required etc. complete. (The work to
be executed with prior approval of Superintending
Engineer.)
As directed by Engineer-In-Charge.
Providing and applying coal tar in----------- coat on
previously painted wood, including preparing the
surface, scaffolding etc. complete.
45
Completed Labour
1
Bd. O. -1.
a) Two coat Sq. M. 60.00 16.00
b) three coat Sq. M. 88.00 22.00
2
Bd. O. -2.
a) Two coat Sq. M. 54.00 16.00
b) three coat Sq. M. 82.00 22.00
3
Bd. O. -3.
a) Two coat Sq. M. 58.00 16.00
b) three coat Sq. M. 88.00 22.00
4
Bd. O. -4.
a) Two coat Sq. M. 43.00 16.00
b) three coat Sq. M. 73.00 22.00
Spec. No.:BdO.-1. Page No.403
Providing and applying ____ of lead/zinc base oil
paint/ bituminous paint of approved colour, shade
and quality to old wood work and fibre boards
previously painted by the surface, knotting,
scaffolding if necessary excluding primer coat etc.
complete.
Spec. No.:BdO.-2. Page No.404
Providing and applying _____ of lead/zinc base oil
paint/ bituminous paint of approved colour, shade
and quality to new structural steel work and iron
work in buildings, including scaffolding if necessary
cleaning and preparing the surface excluding primer
coat etc. complete..
Providing and applying ____ of lead/zinc base oil
paint/ bituminous paint of approved colour, shade
and quality to new wood work and fibre boards
including preparing the surface, knotting,
scaffolding if necessary excluding primer coat etc.
complete.
Bd - O : Oil Painting
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
Spec. No.:BdO.-3. Page No.404
Providing and applying _____ of aluminium paint of
approved make to new and old structural steel work
in buildings and workshops, including scaffolding,
cleaning the surface (excluding primer coat) etc.
complete.
Spec. No.:BdO.-4. Page No.405
Deleted
46
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
5
Bd. O. -5.
a) Two coat Sq. M. 65.00 16.00
b) three coat Sq. M. 88.00 22.00
6
Bd. O. -6.
a) Two coat Sq. M. 64.00 16.00
b) three coat Sq. M. 91.00 22.00
7
Bd. O. -7.
a) Two coat Sq. M. 70.00 16.00
b) three coat Sq. M. 97.00 22.00
8
Bd. O. -8.
a) Two coat Sq. M. 43.00 16.00
b) three coat Sq. M. 49.00 22.00
Providing and applying Two coat of synthetic
enamel paint of approved colour and quality to new
and old structural steel work and wood work in
buildings, including scaffolding if necessary and
preparing the surface by solvent degreasing and de-
rusting by manual methods, preparing the surface
etc. complete. (excluding primer coat)
Spec. No.:BdO.-5. Page No.405
Providing and applying _____ of flat oil paint of
approved colour, shade and quality to the old
structural steel work and iron work (previously
painted) in building, including scaffolding if
necessary, cleaning the surface etc. complete.
(excluding primer coat)
Spec. No.:BdO.-6. Page No.406
Providing and applying _____ of flat oil paint of
approved colour, shade and quality to plastered
surface including scaffolding if necessary, cleaning
the surface etc. complete. (excluding primer coat)
Spec. No.:BdO.-7. Page No.406
Providing and applying ______ of waterproof
cement paint of approved manufacture and colour
to the plastered surface, including scaffolding
preparing the surface, watering for two days etc.
complete.
Spec. No.:BdO.-8. Page No.406
47
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
9
Spec. Sq. M. 17.00 10.00
10
Spec. Sq. M. 19.00 7.00
11
Spec. Sq. M. 23.00 7.00
12
Spec. Sq. M. 20.00 8.00
As directed by Engineer-In-Charge.
Providing and applying one priming coat of
approved quality, over steel and other metal
surfaces, including preparing the surface by
thoroughly cleaning oil, grease, dirt and other
foreign matter with wire brush, fine steel wool and
sand paper, scaffolding etc. complete.
As directed by Engineer-In-Charge.
Providing and applying one priming coat of
approved quality to wood and wood based surface,
including preparing the surface by thoroughly
cleaning oil, grease, dirt and other foreign matter,
by sand paper and scrapping, scaffolding etc.
complete.
As directed by Engineer-In-Charge.
Providing and applying one priming coat of
approved quality on concrete / masonry / Asbestos
cement / plastered surfaces, including scaffolding if
necessary, preparing the surface by thoroughly
cleaning oil, grease dirt and other foreign matter
and sand papering etc. complete.
As directed by Engineer-In-Charge.
Providing and applying one coat of seal cement
primer of approved manufacture and shade,
including scaffolding if necessary, cleaning the
surface etc. complete.
Deleted48
Completed Labour
1
Bd. P. -1. Sq. M. 7.00 5.00
2
Bd. P. -2.
a) Two coat Sq. M. 8.00 5.00
b) three coat Sq. M. 11.00 5.00
3
Bd. P. -3.
a) Two coat Sq. M. 7.00 5.00
b) three coat Sq. M. 12.00 8.00
4
Bd. P. -5. a) Two coat Sq. M. 38.00 10.00
Bd. P. -5. b) three coat Sq. M. 61.00 18.00
Providing and applying white wash of approved
quality in two coats on old/new plastered or
masonry surfaces & asbestos cement sheets,
including scaffolding and preparing the surface by
brushing and brooming down etc. complete.
Spec. No.:BdP.-1. Page No.411
Providing and applying colour wash of approved
colour, shade and quality in _____ to new surface,
including scaffolding, brushing and brooming down
etc. complete. (excluding two coats of white wash
as base coat to be paid separately).
Bd - P : Colour / White washing & Distempering
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
Spec. No.:BdP.-2. Page No.412
Providing and applying colour wash of approved
colour, shade and quality in _____ to old surface,
including scaffolding, brushing and brooming down
etc. complete. (excluding one coat of white wash as
base coat to be paid separately).
Spec. No.:BdP.-5. Page No.413
Spec. No.:BdP.-3. Page No.412
Providing and applying washable oil bound
distemper of approved colour, shade and quality to
old/new surface, in ______ including scaffolding,
preparing the surfaces etc. complete. (excluding
primer coat).
Deleted
49
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
5
Bd. P. -6.
a) Two coat Sq. M. 62.00 14.00
b) three coat Sq. M. 114.00 18.00
6
Spec. Sq. M. 18.00 8.00
Providing and applying primer coat of approved
quality to old/new wall surface to receive oil bound
distemper treatment, including scaffolding,
preparing the surface as directed etc. completed.
(Prior approval of S.E. shall be obtained)
As directed by Engineer-In-Charge.
Providing and applying plastic emulsion paint of
approved colour, shade and quality to old/new
surfaces in ______, including scaffolding, preparing
the surfaces etc. complete. (excluding primer coat).
Spec. No.:BdP.-6. Page No.414
Deleted
50
Completed Labour
1
Bd. Q. -4.
a) country cut teak Cu. M. 84334.00 11665.00
b) hard wood Cu. M. 39512.00 11665.00
2
Bd. Q. -23. R. M. 181.00 90.00
3
Bd. Q. -5
a) country cut teak Cu. M. 79183.00 4996.00
b) hard wood Cu. M. 44741.00 4313.00
4
Bd. Q. -22 R. M. 109.00 19.00
5
Bd. Q. -2
a) country cut teak Cu. M. 78665.00 3576.00
b) hard wood Cu. M. -- --
Providing and fixing ____ wood framed collar beam /
king post / queen post truss with all iron work,
including scaffolding if necessary and primer coat
etc. complete.
Bd - Q : Wood Work
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
Spec. No.:BdQ.-2. Page No.420
Providing and fixing ____ wood common rafters,
purlins and purlin cleats, hip rafters, jack rafters,
ridges, wall plates, post plates and posts for roofing
etc., including scaffolding if necessary, all iron work
and one primer coat complete.
Spec. No.:BdQ.-5. Page No.423
Providing and fixing jungle wood ballies of approved
species 85 mm average diameter for common
rafters, purlins, ridge, hip and valley rafters, jack
rafter, wall plate, post plate, posts etc., including all
iron work, scaffolding if necessary and oiling in one
coat etc. complete.
Spec. No.:BdQ.-22. Page No.434.
Spec. No.:BdQ.-4. Page No.422
Providing and fixing 100 mm dia. country teak wood
ballies for king post truss of 6.00 m'. span as per
drawings or as directed by Engineer-in-charge,
including all iron work, scaffolding if necessary and
oiling complete.
Spec. No.:BdQ.-23. Page No.435
Providing and fixing _____ wood joists and girders in
timber floors of single, double or framed type,
including scaffolding if necessary and one primer
coat etc. complete.
Deleted
51
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
6
Bd. Q. -1
a) 50mm Sq.M. 3729.00 55.00
b) 25mm Sq.M. 1949.00 55.00
7
Bd. Q. -3 Sq.M. 1796.00 76.00
8
Bd. Q. -6
a) country cut teak Sq.M. 963.00 49.00
b) hard wood Sq.M. 418.00 49.00
9
Bd. Q. -19
a) country cut teak R.M. 473.00 49.00
b) hard wood R.M. 142.00 34.00
10
Bd. Q. -20 R.M. 217.00 31.00
Providing and fixing country cut teak wood eaves
plate of size 10 cm wide and 20 mm thick; including
scaffolding and primer in one coat complete.
Spec. No.:BdQ.-20. Page No.432
Providing and fixing _____ wood two way trellis work
with battens or laths 2.5 x 1.2 cm and 5.0 x 5.0 cm
openings, including frame of 8.0 x 5.0 cm vertical
and horizontal scantlings and one coat of primer
complete.
Spec. No.:BdQ.-6. Page No.424
Providing and fixing ______ wood eaves board 15
cm wide and 25 mm thick plain type, including
scaffolding and primer in one coat complete.
Spec. No.:BdQ.-19. Page No.432
Providing and fixing country cut teak wood planking
___ mm thick for flooring planed on both sides,
tongued and grooved, including scaffolding if
necessary and primer coat etc. complete.
Spec. No.:BdQ.-1. Page No.419
Providing and fixing country cut teak wood plank
ceiling 20 mm thick planed on the underside,
tongued and grooved, including iron screws and
scaffolding if necessary, including primer coat on
underside and one coat tar on upperside complete.
Spec. No.:BdQ.-3. Page No.421
52
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
11
Bd. Q. -21
a) country cut teak R.M. 522.00 79.00
b) hard wood R.M. 194.00 53.00
12
Bd. Q. -8 R.M. 631.00 155.00
13
Spec. R.M. 245.00 34.00
14
Bd. Q. -10 Sq.M. 2495.00 750.00
15
Bd. Q. -11 Sq.M. 1838.00 857.00
Providing and fixing 20 mm thick teak wood particle
board, faced with teak wood veneer for pelmet
boxes of 150 to 200 mm wide, to door or window
frames, including 20 mm diameter aluminium curtain
rod with sockets and finishing with French polishing
etc. complete. (without top)
Spec. No.:BdQ.-11. Page No.427
Providing and fixing in position P.V.C. hand rail of
approved quality as per IS Std. make and shade, as
per detailed drawings or as directed by the Engineer-
in-charge, including French polishing etc. complete.
(50mm size)
As directed by Engineer-In-Charge.
Providing and fixing country cut teak wood skirting
20 mm thick in required position and of the size
shown in the drawings, including all mouldings as
per drawings, rough grounds, rawal plugs if
necessary and finishing with French polish etc.
complete.
Spec. No.:BdQ.-10. Page No.426
Providing and fixing _____ wood barge board 22 cm
wide and 20 mm thick plain type, including
scaffolding and primer in one coat complete.
Spec. No.:BdQ.-21. Page No.433
Providing and fixing in position Indian teak wood
hand rail of 60 x 70 mm as per detailed drawings or
as directed by the Engineer-in-charge, including
French polishing etc. complete.
Spec. No.:BdQ.-8. Page No.425
53
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
16
Bd. Q. -18 Sq.M. 853.00 105.00
17
Spec. Sq.M. 1473.00 499.00
Providing and fixing shutter to wall cupboard made
from 12 mm thick teak wood particle board and face
with approved colour laminated face bonded with
phenol formaldehyde synthetic resin B.W.P.. grade,
including lipping, beading, iron oxidized fixtures and
fastenings and painting primer one coat etc.
complete.
As directed by Engineer-In-Charge.
Providing and fixing decorative teak plywood veneer
lining 4 mm thick with backing of country cut teak
wood frame work of battens 12 x 25 mm at 30 cm
centre to centre fixed to walls and pillars, without
skirting and cornice as per drawings, including
necessary iron work and finishing the exposed wood
with French polish etc. complete.
Spec. No.:BdQ.-18. Page No.431
Deleted
54
Completed Labour
1
Bd. R. -1 Sq.M. 601.00 48.00
2
Bd. R. -2 Sq.M. 661.00 52.00
3
Spec. Sq.M. 246.00 19.00
4
Bd. R. -3 R.M. 176.00 52.00
5
Bd. R. -5 Sq.M. 621.00 37.00
Providing and fixing Mangalore tiled roofing with
class "AA" tiles , including fixing 50 x 25 mm
horizontal teak wood battens, all iron work and
oiling the battens and securing the last course of
tiles near the eaves with mild steel flats of 40 x 3
mm or 10 mm dia. steel rod and 1.22 mm thick wire
painting the underside of battens including
scaffolding if necessary etc. complete. (excluding
ridge and hip tiles)
Bd - R : Roofing and Ceiling
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
Spec. No.:BdR.-5. Page No.452
Providing and fixing new Mangalore tiles with "AA"
tiles including scaffolding to M.T. roofing excluding
wood work. etc. complete.
As directed by Engineer-In-Charge.
Providing and fixing Mangalore type ridge and hip
tiles class "AA" tiles, including scaffolding if
necessary, pointing with coloured cement mortar
and curing etc. complete.
Spec. No.:BdR.-3. Page No.450
Spec. No.:BdR.-1. Page No.449
Providing and fixing Mangalore tiled roofing with
class "AA" tiles, including securing the last course
of tiles near the eaves with steel flats of 40 x 3 mm
and fixing by 112 mm long screw and fixing of
50mm x 25mm country teak wood sloping battens
and fixing 50 x 25 mm country teak wood horizontal
battens over the sloping battens including painting
to all iron work and coal tarring the battens etc.
complete. (excluding ridge and hip tiles)
Spec. No.:BdR.-2. Page No.450
Providing and fixing galvanizing corrugated iron
sheets of 0.79mm thickness (22 B.W.G..)
conforming IS. 277-1969 for roofing without wind
tiles, including fastening with galvanized iron screws
and bolts and bitumen washers as per drawing etc.
complete.
Deleted
55
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
6
Bd. R. -6 Sq.M. 430.00 74.00
7
Bd. R. -7 Sq.M. 446.00 38.00
8
Bd. R. -8 Sq.M. 376.00 34.00
9
Bd. R. -9 R.M. 361.00 80.00
10
Bd. R. -10
a) 120 cm. R.M. 2390.00 173.00
b) 90 cm. R.M. 1815.00 124.00
Providing and fixing valley gutter of 1.00 mm thick
(22 B.W.G.) plain galvanized iron sheets ___ wide
with teak wood planking of 20.00mm thick, including
two coats of coal tarring the upper surface of plank.
(excluding painting to under side of plank) etc.
complete.
Spec. No.:BdR.-10. Page No.455
Providing and fixing 6 mm thick asbestos cement
corrugated (Trafford) sheet roofing including
galvanized iron J or L hook bolts, galvanized iron
and bituminous washers, galvanized iron clamp
bolts and nuts and scaffolding etc. complete.
Spec. No.:BdR.-8. Page No.454
Providing and fixing 6 mm thick asbestos cement
ridge capping for roofing conforming to I.S.. 459-
1970, including galvanized iron hook bolts,
galvanized iron and bituminous washers, galvanized
iron clamp bolts and nuts and scaffolding etc.
complete.
Spec. No.:BdR.-9. Page No.455
Providing and fixing plain zinc sheeting of 1.00mm
thickness (20 B.W.G.) over ridge, hip or valley for
galvanized corrugated iron sheet roofing, including
fastening with galvanized iron screws and bolts and
bitumen washers as per drawing etc. complete.
Spec. No.:BdR.-6. Page No.452
Providing and fixing 6 mm thick asbestos cement
corrugated (Big size) sheet roofing conforming to
I.S.. 459-1970, including galvanized iron J or L hook
bolts, galvanized iron and bituminous washers,
galvanized iron clamp bolts and nuts and
scaffolding etc. complete.
Spec. No.:BdR.-7. Page No.453
56
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
11
Spec. R.M. 227.00 75.00
12
Spec. No. 72.00 51.00
13
Spec. No. 103.00 51.00
14
Bd. R. -11 No. 486.00 15.00
15
Bd. R. -14 No. 131.00 42.00
16
Bd. R. -13 No. 92.00 20.00
17
Spec.
a) 50x25 mm. R.M. 72.00 6.00
b) 25x12 mm. R.M. 28.00 6.00
Providing and fixing Mangalore pattern cowl
ventilator tiles in the required places in a Mangalore
tiled roof including scaffolding if necessary etc.
complete.
Spec. No.:BdR.-13. Page No.459
Providing and fixing asbestos cement sheet of IS
Std. (60cm top width) & (23 bottom width) & (15cm
depth) valley gutters of approved size and make
including drop ends, stop ends necessary fixtures
and fastening the same as per code of standard
practice etc. complete.
As directed by Engineer-In-Charge.
Providing and fixing 12 mm dia. mild steel bar upto
0.5 metre length for anchor rods with necessary
threading nuts and bolts etc. etc. complete.
As directed by Engineer-In-Charge.
Providing and fixing 16 mm dia. mild steel bars upto
0. 5 metre length for anchor rods with necessary
threading nuts and bolts etc. complete.
As directed by Engineer-In-Charge.
Providing and fixing glass tiles of Mangalore type at
required places in Mangalore tile roof, including
scaffolding, if necessary etc. complete.
Spec. No.:BdR.-11. Page No.456
Providing and fixing asbestos cement cowl
ventilators in asbestos cement sheet roofing at the
required places, including all accessories and
scaffolding, if necessary etc. complete.
Spec. No.:BdR.-14. Page No.459
Providing and fixing C.C.T.. wood battens _____ for
Mangalore tiled roof work with all iron works,
scaffolding etc. complete.
As directed by Engineer-In-Charge.
57
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
18
Spec. Sq.M. 1597.00 60.00
19
Bd. R. -16 Sq.M. 1439.00 161.00
20
Bd. R. -17 Sq.M. 1252.00 172.00
21
Bd. R. -18 Sq.M. 563.00 120.00
22
Bd. R. -19 Sq.M. 1214.00 160.00
23
Spec. Sq.M. 81.00 37.00
Providing and fixing false ceiling of teakwood
particle board 12mm thick, including scaffolding if
necessary, all iron work etc. complete. (excluding
frame work and teak wood runner to be paid
separately)
Spec. No.:BdR.-17. Page No.461
Providing and fixing false ceiling of 12 mm thick
acoustic boards of approved make, with shapes and
sizes as per drawings, including scaffolding, all
screws and fastening and finishing etc. complete.
(excluding frame work and runner to be paid
separately)
Spec. No.:BdR.-19. Page No.462
Providing and fixing skylight in R.C.C. roof including
M.S. frame with all accessories and required
fixtures and fastening fitting etc. complete.
As directed by Engineer-In-Charge.
Providing and fixing false ceiling of plain asbestos
cement sheets 4 mm thick, including scaffolding if
necessary, all iron work etc. complete. (including
C.T.W. frame 70mm x\40mm & work and teak
wood runner)
Spec. No.:BdR.-16. Page No.460
Providing and fixing false ceiling of 15 to 20 mm
thick decorative boards of fibre plaster of paris,
including scaffolding if necessary, all architectural
work like mouldings, cornices, curves, domes, cups
as per detailed drawing and three coats of spray
painting to boards etc. complete. (excluding frame
work, runners & mild steel suspenders to be paid
separately)
Spec. No.:BdR.-18. Page No.461
Providing and dammering to roof with Two coat of
bitumen (on new dungree cloth one coat on each
side) including scaffolding etc. complete as
directed.
As directed by Engineer-In-Charge.
58
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
24
Spec. Sq.M. 28.00 24.00
25
Spec. Sq.M. 903.00 112.00
26
Spec. Sq.M. 1176.00 161.00
27
Spec. Sq.M. 660.00 26.00
Providing and dammering to roof one coat of
Bitumen (without cloth) including scaffolding etc.
complete.As directed by Engineer-In-Charge.
Providing and fixing in position Gypsum board false
ceiling with 12.5 mm th. Gypsum boards, screwed/
fixed to the under structure of suspended G.I. Grid
constructed & suspended from the main ceiling
consisting of ceiling sections at maximum centre to
centre distance 600 millimeters perimeter channel
intermediate channels at maximum centre to centre
distance 1200 millimeters galvanized grid should be
fixed to reinforced cement concrete slab. The
gypsum board should be fixed to galvanized iron
grid with necessary screws. The boards should be
taped and filled from underside to give smooth,
seamless ceiling. The rate should include
necessary additional ceiling sections and
intermediate channels. Additional / intermediate
channels should be fixed to strap hangers for
additional support to prevent strapping at every
1200 millimeters item to be completed in all respect
including necessary sleeves for ducts finishing of
joints cut outs etc. all complete.
As directed by Engineer-In-Charge.
Providing & fixing Prepainted Galvanized iron plain
colour sheets of 0.50 mm thickness having coating
quality provides excellent corrosion protection for
Ridge capping and vally gutter without wind tiles
coforming to Indian standard ,with minimum ten
year guarantee on bond paper, including G.I.screws
& bolt & rubber washers with the help of drill
machine fitting and Scaffolding ,for 10 to 20 degree
slope of roof ,as per detailed drawing & design Or
as directed by engg. in charge etc. completeAs directed by Engineer-In-Charge.
Providing and fixing glass crete roof in reinforced
concrete member (0.05 x 0.75 meter) in size at 60
centimeter, center to center with 12 millimeter thick
wired glass having thickness of 6 millimeter,
including all accessories and required fixtures and
fastenings, fitting etc. complete. (excluding
reinforced cement concrete member)
As directed by Engineer-In-Charge.
59
Completed Labour
1
Bd. T. -2
a) country cut teak wood. Cu.M. 111653.00 15094.00
b) seasoned and treated non teakwood Cu.M. 49702.00 15094.00
2
Spec. R.M. 456.00 45.00
3
Spec. R.M. 565.00 56.00
Providing and fixing factory made precast
door/window frames of cement concrete (as per IS-
456-2000) M-40 grade of section 100 x 60 mm
including reinforcement as per I.S.6523 with
polymeric blocks having screw holding capacity of
250 kg. screw, fixed in position of R.C.C. frame as
per requirement and as per specifications without
fan light including holdfasts, carting and erecting in
position and two coats of oil paint etc. complete.
As directed by Engineer-In-Charge.
Bd - T : Doors, Windows, Ventilators & Partitions.
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
As directed by Engineer-In-Charge.
Door Frames
Providing and fixing ______ door frame as per
drawing for second class doors without ventilators,
windows, fanlights etc., including all mouldings,
rebating, holdfast and finishing with one coat of
primer etc. complete.
Spec. No.:BdT.-2. Page No.478
Providing and fixing in position precast R.C.C. (as
per IS 456-2000) M-40 frames for doors / windows /
louver windows of section 125 x 50 mm with two tor
steel bars of 8 mm / 10 mm diameter for
compressed strength of 300 kg/square centimetre
with wood like finish having 3 numbers of 12 gauge
M.S. galvanized plates on vertical members for
fixing hinges with 4 numbers of threaded holes in
each plate, 2 numbers of 12 mm dia. holes on
horizontal top members for tower bolts, 2 numbers
of 16 mm dia. holes on vertical members for fixing
Aldrop or Tadi, 3 numbers of M.S. galvanized heavy
duty hinges with 12 numbers G.I.. machine screws
of 3/16" x 3/8", 6 numbers of M.S. galvanized
specially designed hold fast anchored with tor steel
bars of vertical members etc. complete (with all
lead), Excluding painting to the frame)
Deleted
60
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
4
Spec. Kg. 524.00 242.00
5
Spec. Sq.M. 465.00 46.00
6
Spec. Sq.M. 4317.00 76.00
7
Spec. R.M. 362.00 24.00
As directed by Engineer-In-Charge.
Providing and fixing anodized aluminium fully
glazed doors including door frame with powder
coating 5 mm thick sheet glass necessary fixtures,
and fastenings, neoprene type rubber plain gaskets
as per IS std. & detailed drawing etc. complete.
(Sample to be got approved from Ex. Engineer
before use)
As directed by Engineer-In-Charge.
Providing and making of Alluminium frame works
with all necessary Alluminium sections, fixtures and
fastening required screws and nuts etc. of IS Std.
for outer frames, shutter frames using for Doors,
windows and cupboards. (Only weight of Alluminium
section) without powder coating, without wooden
filler etc. complete.
Providing and applying coloured powder coating to
the Alluminium section as per details given or
direction etc. complete. (Colour sample to be got
approved from Ex. Engineer before use)
As directed by Engineer-In-Charge.
Providing and fixing Sintex or equivalent door
frames made out of rigid PVC hollow, section
DWUF-412 of size 38 mm x 32 mm with steel
reinforcement ST-33 of size 14 x 33 mm, machine
cut and welded and tie rod at the bottom including
fixing 100 mm long expandable screws in required
number with wooden plugs fixed in walls as
holdfasts and remaking damaged surface etc.
complete. (For Toilet Blocks & Windows)
As directed by Engineer-In-Charge.
61
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
8
Spec. R.M. 391.00 24.00
9
Spec. R.M. 571.00 23.00
10
Spec. R.M. -- --
11
Bd. T. -7 Sq.M. 4601.00 845.00Spec. No.:BdT.-7. Page No.481
Providing and fixing Sintex or equivalent door
frames made out of rigid PVC hollow section DWUF-
405 of size 48 mm x 40 mm with steel reinforcement
ST-22 of size 22 x 18 mm, machine cut and welded
and tie rod at the bottom including fixing 100 mm
long expandable screws in required number with
wooden plugs fixed in walls as holdfasts and
remaking damaged surface etc. complete. (For
Toilet Blocks)
As directed by Engineer-In-Charge.
Providing and fixing Sintex or equivalent door
frames made out of rigid PVC hollow section BLR-
53 of size 60 mm x 53 mm with steel reinforcement
ST-53 of size 27 x 20 mm, machine cut and welded
and tie rod at the bottom including fixing 100 mm
long expandable screws in required number with
wooden plugs fixed in walls as holdfasts and
remaking damaged surface etc. complete. (For
Internal Rooms)
As directed by Engineer-In-Charge.
Door Shutters
Providing and fixing of PVC make frame choukhat
having size 53 x 60 mm. The choukhat will be
attached to the wall with the help of screws. The
choukhat will be filled with solid polymer material in
all voids necessary for fixing the screws.
As directed by Engineer-In-Charge.
Providing and fixing C.C.T.W. double leaf second
class fully panelled door shutter without fanlight
adopting sections and sizes as given in the standard
specifications Volume II (1981) or as per detailed
drawing, including Iron oxidized / alluminium with
powder coating fixtures and fastenings and finishing
the wood work with one coat of primer etc.
complete. (without frame)
62
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
12
Bd. T. -8 Sq.M. 4323.00 898.00
13
Bd. T. -7
a) with commercial veneers on both sides Sq.M. 3469.00 859.00
b) Sq.M. 3356.00 859.00
14
Bd. T. -8 Sq.M. 2948.00 859.00
providing and fixing C.C.T.W. single leaf for second
class fully paneled door shutter without ventilator
adopting sections and sizes as given in the standard
specifications Volume II (1981) or as per detailed
drawing, including Iron oxidized/ alluminium with
powder coating fixtures fixtures and fastenings and
finishing the wood work with one coat of primer etc.
complete. (Without frame)
Spec. No.:BdT.-8. Page No.482
Providing and fixing double leaf panelled door
shutter 35mm thick as per detailed drawings
consisting of C.C.T.W. vertical styles and top rail
and frizer rails of 100 x 35 mm and lock rail 160 x
35 mm and bottom rail 250 x 35mm and panels - 12
mm thick 3 layered flat pressed teak wood particle
board bonded with B.W.P. type exterior grade
phenol formaldehyde synthetic resin ___
(conforming to I.S. 3097-1980) including Iron
oxidized/ alluminium with powder coating fixtures
and fastenings and T.W.. beading at junctions of
panels inserted including finishing with one coat of
primer etc. complete. (sample to be got approved
form Ex. Engineer before use).
Spec. No.:BdT.-7. Page No.481
with one side decorative teak-wood faced
veneer and other side commercial ply
Providing and fixing single leaf panelled door
shutter 35mm thick as per detailed drawing
consisting of C.C.T.W. styles, top rail, frieze rail of
100 x 35 mm and inserting panels of 12 mm thick
teak wood particle board bonded with phenol formal
dehyde synthetic resin grade generally conforming
to I.S.. 3097-1980 including iron oxidized/
alluminium with powder coating fixtures and
fastenings and finishing with one coat of wood
primer etc. complete. (without frame).
Spec. No.:BdT.-8. Page No.482
63
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
15
Bd. T. -11 Sq.M. 3842.00 859.00
16
Bd. T. -12 Sq.M. 3390.00 859.00
17
Bd. T. -21 Sq.M. 3312.00 614.00
18
Bd. T. -22 Sq.M. 3181.00 598.00
Providing and fixing C.C.T.W. double leaf 22 mm
thick second class plain planked door shutter
without ventilator adopting sections and sizes as
given in the standard specifications Volume II
(1981) or as per detailed drawings, including Iron
oxidized/ alluminium with powder coating fixtures
and fastenings and finishing the wood work with one
coat of primer etc. complete. (Without frame)
Spec. No.:BdT.-21. Page No.493
Providing and fixing C.C.T.W. double leaf second
class partly paneled partly glazed door shutter
without ventilator adopting sections and sizes as
given in the standard specifications Volume II
(1981) or as per detailed drawing, including Iron
oxidized fixtures / alluminium with powder coating
fixtures and fastenings and finishing the wood work
with one coat of primer etc. complete. (Without
frame)
Spec. No.:BdT.-11. Page No.482
Providing and fixing C.C.T.W. single leaf second
class partly panelled partly glazed door shutter
without ventilator adopting sections and sizes as
given in the standard specifications Volume II
(1981) or as per detailed drawing, including Iron
oxidized/ alluminium with powder coating fixtures
and fastenings and finishing the wood work with one
coat of primer etc. complete. (Without frame)
Spec. No.:BdT.-12. Page No.483
Providing and fixing C.C.T.W. single leaf 22 mm
thick for second class plain planked door shutter
without ventilator adopting sections and sizes as
given in the standard specifications Volume II
(1981) or as per detailed drawings, including Iron
oxidized/ alluminium with powder coating fixtures
and fastenings and finishing the wood work with one
coat of primer etc. complete. (Without frame)
Spec. No.:BdT.-22. Page No.494
64
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
19
Bd. T. -23 Sq.M. 3312.00 614.00
20
Bd. T. -24 Sq.M. 3197.00 617.00
21
Bd. T. -27 Sq.M. 2695.00 915.00
22
Bd. T. -28 Sq.M. 2699.00 687.00
Providing and fixing C.C.T.W. double leaf second
class 22mm thick false paneled door shutter without
fanlight, fixing 10 mm thick scantling to give
appearance of panels as per detailed drawing
including Iron oxidized/ alluminium with powder
coating fixtures & fastening and finishing the wood
work with one coat of primer etc. complete. (Without
frame)
Spec. No.:BdT.-23. Page No.494
Providing and fixing C.C.T.W. single leaf 22mm
thick false paneled door shutter without fan light,
fixing 10 mm thick scantling to give appearance of
panels as per detailed drawing including iron
oxidized / alluminium with powder coating fixtures &
fastening and finishing the wood work with one coat
of primer etc. complete. (Without frame)
Spec. No.:BdT.-24. Page No.494
Providing and fixing C.C.T.W. single swing shutter
part size paneled as per detailed drawings,
including double acting brass spring hinges and
finishing with French polishing etc. complete.
(Without frame)
Spec. No.:BdT.-27. Page No.495
Providing and fixing 25 mm thick C.C.T.W. single
swing shutter part size panelled with obscured glass
as per detailed drawings or as approved, including
double acting brass spring hinges and finishing with
French polishing etc. complete. (Without frame)
Spec. No.:BdT.-28. Page No.496
65
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
23
Sq.M. 2570.00 306.00
24
Sq.M. 2357.00 335.00
Providing and fixing sintex or equivalent single leaf
door shutter of approved colour made out extruded
rigid PVC hollow section DWUF-305 shutter frame
of size 26 x 47 mm having double wall construction
as vertical styles, top and bottom rails and middle
locks rail of size 26 x 94 mm and the panel in fill
SPUF-105 multichamber hollow plastic section of
size 12 x 150 mm joined each other by tongue and
groove interlocking systems duly inserted in shutter
frame and all shutter frames, lock rails, styles
reinforced by seasoned wood inserted inside for
fixing of hinges, aldrops, tower bolts and door
stoppers etc. All corners should be machine cut,
joined each other by metal screw after inserting rigid
"L" bracket PVC reinforcement of size 125 x 200
mm including synthetic metal fixtures and
fastenings, remaking damaged surface etc.
complete. (Without Door frame)
As directed by Engineer-in-charge
Providing and fixing sintex or equivalent single leaf
door shutter of approved colour made out extruded
rigid PVC hollow section DWUF-302 shutter frame
of size 24 x 59 mm having double wall construction
as vertical styles, top and bottom rails and middle
locks rail of DWUF-312 of size 24 x 100 mm and
the panel in fill SPUF-101 multichamber hollow
plastic section of size 20 x 200 mm joined each
other by tongue and groove interlocking systems
duly inserted in shutter frame and all shutter frames,
lock rails, styles reinforced by seasoned wood
inserted inside for fixing of hinges, aldrops, tower
bolts and door stoppers etc. All corners should be
machine cut, joined each other by metal screw after
inserting rigid "L" bracket PVC reinforcement of size
125 x 200 mm including synthetic metal fixtures and
fastenings, remaking damaged surface etc.
complete. (Without Door frame)
As directed by Engineer-in-charge
66
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
25
Sq.M. -- --
26
Bd. T. -34
a) with mortise lock Sq.M. 2769.00 332.00
b) without mortise lock Sq.M. 1846.00 185.00
27
Spec. Sq.M. 545.00 256.00
Providing and fixing sintex or equivalent single leaf
door shutter of approved colour made out extruded
rigid PVC hollow section DWUF-306 shutter frame
of size 33 x 47 mm having double wall construction
as vertical styles, top and bottom rails and middle
locks rail of size 33 x 94 mm and the panel in fill
SPUF-101 multichamber hollow plastic section of
size 20 x 200 mm joined each other by tongue and
groove interlocking system duly inserted in shutter
frame and all shutter frames, lock rails, styles
reinforced by seasoned wood inserted inside for
fixing of hinges, aldrops, tower bolts and door
stoppers etc. All corners should be machine cut,
joined each other by metal screw after inserting rigid
"L" bracket PVC reinforcement of size 125 x 200
mm including synthetic metal fixtures and
fastenings, remaking damaged surface etc.
complete. (Without Door frame)
As directed by Engineer-in-charge
Flush Door Shutter
Providing and fixing solid core flush door shutter in
single leaf of 35 mm thick, decorative type of
exterior grade as per detailed drawing without
veneer, all necessary beads, moulding and lipping,
brass oxidized / alluminium with powder coating
fixtures & fastenings _______, chromium plated
handles on both sides and finishing with French
polishing etc. complete. (Without frame)
Spec. No.:BdT.-34. Page No.499
Providing and fixing 24 gauge plain Aluminiumum
sheet on the face of door shutter including cutting to
required size and fixing by screws including making
good the damages if any to existing doors shutter
and frame etc. complete as directed or as per
detailed drawing.
As directed by Engineer-In-Charge.
67
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
28
Spec.
a) with 1.5mm thick P.V.C.. Sheets Sq.M. 2054.00 205.00
b) with 0.80mm thick G.I. Sheets Sq.M. 2354.00 235.00
29
Spec. Sq.M. 1840.00 92.00
30
Spec. Sq.M. 4302.00 92.00
As directed by Engineer-In-Charge.
Providing and fixing 30 mm thick single leaf door
shutter of approved quality and make of ----------------
---- sheets on both sides filled with 'PUF' (Poly
urethene foam) with three numbers of bright
finished brass butt hinges (100 x 70 x 4 mm size)
with brass screws, M.S. oxidized fixtures and
fastenings such as one number of 16 mm dia. and
300 mm long aldrop, one number of 250 x 25 x
5mm door latch, two numbers of 100 mm and 200
mm long tower bolts and two numbers of 100 mm
size handles and finished with one coat of approved
primer etc. complete.. (Excluding shutter frame)
Providing and fixing PVC multi leaf door shutter of
approved colour / lamination made out of extruded
rigid PVC hollow section PW2459 shutter frame of
size 24 x 59 mm having double wall construction as
vertical styles, top & bottom rails and middle lock
rails of size 24 x 100 mm and the panel in
PW20200 multi chamber hollow plastic section of
size 20 x 200 joined each other by tongue and
groove interlocking system duty inserted in shutter
frames and all shutter frames, lock rails, styles
reinforced by polymer inserted inside for fixing of
hinges, aldrops, tower bolts and baby latch etc. All
corners should be machine cut joined each other by
metal screw after inserting rigid L bracket PVC
reinforced of size 100 x 200 mm including synthetic
metal / alluminium with powder coating, fixtures and
fastenings remarking , damage surface etc.
complete.
As directed by Engineer-In-Charge.
Providing and fixing fibre glass reinforced polyster
door (FRP Door ) shutter 30 mm thick confarming to
i.s. 4020 ( 1 to 7 ) 1994 without ventilator including
iron oxidised fixturesfastering etc. complete. (
without Door frame )
As directed by Engineer-In-Charge.
Deleted
68
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
31
Spec. Sq.M. 2022.00 92.00
32
Spec. Sq.M. 2350.00 124.00
33
Bd. T. -55 Sq.M. 2212.00 167.00
Providing and fixing rolling steel shutter fabricated
from 18/20 gauges steel laths with side guides,
bottom rail, brackets, door suspension shaft,
including rolling springs, locking arrangement and
housing box at the top with one coat of red lead
primer etc. complete.
Spec. No.:BdT.-55. Page No.510
Providing and fixing PVC Twin paneled single leaf
door shutter of approved colour / lamination made
out of extruded rigid PVC hollow section PW2459
shutter frame of size 24 x 59 mm having double wall
construction as vertical styles, top & bottom rails
and middle lock rails of PW24100H of size 24 x 100
mm and the panel in PW20610 multi chamber
hollow plastic section of size 20 x 610 mm duty
inserted in shutter frames, lock rails, styles
reinforced by polymer inserted inside for fixing of
hinges, aldrops, tower bolts and baby latch etc. All
corners should be mitre cut joined each other by
metal screw after inserting rigid L bracket PVC
reinforced of size 100 x 200 mm including synthetic
metal / alluminium with powder coating, fixtures and
fastenings remarking , damage surface etc.
complete.
Providing and fixing PVC Twin paneled single leaf
door shutter of approved colour / lamination made
out of extruded rigid PVC hollow section PW2459
shutter frame of size 24 x 59 mm having double wall
construction as vertical styles, top & bottom rails
and middle lock rails of size 29 x 100 mm and the
panel in PW20710 multi chamber hollow plastic
section of size 25 x 710 mm duty inserted in shutter
frames, lock rails, styles reinforced by polymer
inserted inside for fixing of hinges, aldrops, tower
bolts and baby latch etc. All corners should be
machine cut joined each other by metal screw after
inserting rigid L bracket PVC reinforced of size 100
x 200 mm including synthetic metal / alluminium
with powder coating, fixtures and fastenings
remarking , damage surface etc. complete.
As directed by Engineer-In-Charge.
As directed by Engineer-In-Charge.
69
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
34
Bd. T. -56 Sq.M. 2561.00 180.00
35
Bd. T. -56 Sq.M. 2436.00 158.00
36
Bd. T. -57 Sq.M. 2180.00 235.00
37
Bd. T. -42 a) Ventilator Sq.M. 2542.00 752.00
Bd. T. -42 b) Fanlight Sq.M. 2034.00 752.00
Spec.No.:BdT.-4 Page No.479& BdT.-42 Page No. 503
Providing and fixing rolling steel shutter fabricated
from 18/20 gauges steel laths with side guides,
bottom rail, brackets, door suspension shaft,
including rolling springs, locking arrangement
including 3 ball bearings and housing box at the top
with one coat of red lead primer etc. complete.
Spec. No.:BdT.-56. Page No.511
Providing and fixing rolling steel shutter fabricated
from 18/20 gauges steel laths with side guides,
bottom rail, brackets, door suspension shaft,
including rolling springs, locking arrangement and
mechanical gear operation arrangement and one
coat of red lead primer etc. complete.
Spec. No.:BdT.-56. Page No.511
Providing and fixing collapsible steel gate in two
leaves with channel pickets, pivoted flat bars,
including top and bottom guide rollers, stoppers,
handles, all fittings and accessories, locking
arrangement and applying one coat of red lead
primer etc. complete.
Spec. No.:BdT.-57. Page No.511
Ventilators
Providing and fixing C.C.T.W. second class fully
glazed ............. rectangular in shape adopting
sections and sizes as given in Standard
Specifications Volume II (1981) or as per drawing,
including iron oxidized / alluminium with powder
coating, fixtures and fastening and finishing the
wood work with one coat of primer etc. complete.
(Without frame and mild steel bar)
70
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
38
Spec. Sq.M. 1903.00 240.00
39
Spec. Sq.M. 2182.00 253.00
40
Bd. T. -42
a) 25mm thick Sq.M. 2296.00 825.00
b) 30mm thick Sq.M. 2828.00 825.00
41
Bd. T. -52 Sq.M. 6088.00 893.00Spec. No.:BdT.-52. Page No.506
Providing and fixing in position aluminium louvered
windows/ ventilators (IS std.) of various sizes with
powder coating as per detailed drawings and
specifications including aluminium frames 80 x 38
mm box type 5 mm thick sheet glass louvers, clips /
rubber plain P.V.C.. gaskets of approved quality etc.
complete.. (Sample to be got approved from Ex.
Engineer before use)
Providing and fixing steel louvered windows /
ventilators (IS std.) of various sizes as per detailed
drawing without hot dip zinc coating including
fabrication with approved type and quality all
fixtures and fastening without teak wood boxing
including finishing with one coat of primer and two
coats of oil painting etc. complete. (Sample to be
got approved from Ex. Engineer before use)
As directed by Engineer-In-Charge.
As directed by Engineer-In-Charge.
Windows
Providing and fixing C.C.T.W. ____ double leaves
second class windows (fully glazed) adopting
sections and sizes as given in standard
specifications Volume II (1981) with plain observed
glass shutters without ventilators / fanlights as per
detailed drawings, including iron oxidized /
alluminium with powder coating fixtures and
fastenings and finishing the wood work with one
coat of primer etc. complete. (Without frame and
mild steel bars)
Spec. No.:BdT.-42 Page No.503
Providing and fixing C.C.T.W. louvered windows
with teak wood frame 60 x 100 mm and glass
louvers of approved quality with 16 mm dia mild
steel bars between louvers, including finishing wood
work and iron with one coat of primer etc.. complete
.
71
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
42
Bd. T. -45 Sq.M. 2739.00 728.00
43
Bd. T. -53 Sq.M. 2893.00 209.00
44
Bd. T. -53 Sq.M. 3225.00 202.00Spec. No.:BdT.-53. Page No.509
Providing and fixing C.C.T.W. double leaves second
class window with paneled shutters 35 mm thick
with panels 25 mm thick without ventilator / fanlights
as per detailed drawings, including iron oxidized/
alluminium with powder coating fixtures and
fastening and finishing the wood work with one coat
of primer etc. complete . (Without frame)
Spec. No.:BdT.-45. Page No.505
Providing and fixing steel windows of various sizes
as per detailed drawings with hot dip zinc coating
without/with ventilator including fabrication, glazing
with non-acetinic / plain / obscured glass panels of
approved type and quality, all fixtures and fastening
without teak wood boxing,- and architraves and
finishing with one coat of primer etc. complete.
(Sample to be got approved from Ex. Engineer
before use)
Spec. No.:BdT.-53. Page No.509
Providing and fixing steel windows of various sizes
as per detailed drawings with welded square bars
12 mm at 10cm centre to centre with hot dip zinc
coating without/with ventilator including fabrication,
glazing with plain / obscured glass panels of
approved type and quality, all fixtures and
fastenings without teak wood boxing, and
architraves and finishing with one coat of primer etc.
complete. (Sample to be got approved from Ex.
Engineer before use)
72
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
45
Spec.
a) Double leaf without ventilator Sq.M. 3958.00 396.00
b) Double leaf with ventilator Sq.M. 4159.00 416.00
c) Double leaf with Double leaf ventilator Sq.M. 4686.00 468.00
d) Tripple leaf with Tripple leaf ventilator Sq.M. 4865.00 486.00
46
Spec. Sq.M. 5534.00 686.00
made of EPDM with specially sleeted screws and
fasteners as approved by the Engineer in charge
including fixing glass 4 mm thick guard bars 12 mm
square bars hold fast, fixing in position, filling gaps
all around window after conveying to alf lifts and
leads etc. complete. (Prior approval from S.E.'s
essential)
Providing and fixing steel windows-------------- made
from preprinted cold rolled corrosion resistance
steel profiles of required size and shape as per
drawing and as directed by the Engineer in charge
conforming to is 513 properly glavanised having
zinc coating minimum 150 GSM conforming to IS
277 pretreated and phosphated coated with epoxy
primer having thickness 5 to 7 microns properly
baked, finally coated with polyester paint 12 to 16
micron thickness and baked properly, protected with
ployethelene film to avoid damages durig handling
including cotmer buckets, stiffener plates, hardware
made of CRCA with zinc phosphating or powder
coated high grade aluminum components, glass
filled nylon joinery, high LTV resistance gaskets
As directed by Engineer-In-Charge.
As directed by Engineer-In-Charge.
Providing and fixing in position anodized extruded
aluminium openable window of outer frame size 53
x 57mm (or as required size with proportionate
change in weight) of average weight @
1.118kg/Rmt and shutter of 53 x 57mm (or as
required size) of average weight of 0.30 kg/Rmt. (or
as required) with plain sheet glass 5.5mm thick with
neoprene/rubber gasket with hinges, locking
arrangement and wooden encasement wherever
necessary etc. complete as directed by Engineer-in-
charge.
73
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
47
Spec. Sq.M. 3219.00 543.00
48
Spec.
a) Two track Sq.M. 3078.00 628.00
b) Three track Sq.M. 5666.00 697.00
49
Spec. Sq.M. 937.00 189.00
Supplying and fixing in position anodized extruded
modular aluminium section ___ sliding windows
mounted on rectangular frame of size 63 x 38 x
2.00mm thick (1.054 kg/Rmt.) made up of two/three
track drain bottom section of size 61 x 45 x 1.3mm
thick (1.055 kg/Rmt.) and top and sides sections of
size 61 x 31 x 1.3mm thick (0.659 kg/Rmt.). The
shutter should be of bearing bottom of size 40 x 18
x 1.2mm thick (0.417 kg/Rmt.) top member of size
40 x 18 x 1.20mm thick (0.475 kg/Rmt.) Interlocking
section size of 43 x 27 x 1.30mm thick (0.558
kg/Rmt.) and handle section of size 43 x 18 x
1.30mm thick (0.424 kg/Rmt.) selected quality
5.5mm thick clear glass to be fixed in shutter with
neoprene gasket with approved quality PVC rollers
necessary locks handles PVC lining and wooden
encasement wherever necessary etc. complete as
directed by Engineer in charge.
As directed by Engineer-In-Charge.
Providing and fixing in position anodized extruded
moulded aluminium fixed glass panel window
having frame made out extruded tubular section of
size 63 x 38mm x 2.00mm thickness (wt. 1.054
kg/Rmt.) mechanically assembled at corners with
glazing, beading of angle 25 x 25 x 1.60mm thick
(wt 0.21 kg/Rmt.) including plain sheet glass 5.5mm
thick with rubber gasket and wooden encasement
wherever necessary etc. as per approved drawing
and specification etc. complete as directed drawing
and specification etc. complete as directed by
Engineer in charge.
As directed by Engineer-In-Charge.
Providing and fixing 16 mm dia. mild steel round
bars at 100 mm c/c to windows / ventilators /
fanlights, fixing mild steel flats 40 x 6 mm in frame,
cutting a recess to fit the flat exactly, including
drilling the holes to flats to pass the bars through it
25 mm inside in wooden frame including providing
two central flats of 40 x 6 mm by drilling holes. etc.
complete.
As directed by Engineer-In-Charge.
74
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
50
Spec. Sq.M. 1133.00 261.00
51
Spec. Sq.M. 1296.00 262.00
52
Spec. Sq.M. 776.00 262.00
53
Spec. Sq.M. 2665.00 348.00
54
Spec. Sq.M. 2142.00 334.00
Providing and fixing 16 mm dia. mild steel round
bars at 100 mm c/c to windows / ventilators /
fanlights, fixing mild steel flats 40 x 6 mm in frame,
cutting a recess to fit the flat exactly, including
drilling the holes to flats to pass the bars through it
25 mm inside in wooden frame including providing
one central flats of 40 x 6 mm by drilling holes
including one coat of primer etc. complete. (when
bar length exceeds 45 cm and upto 75 cm)
Providing and fixing partition 4 mm thick Indian teak
veneer on both sides including C.C.T.W. frame of
70 x 35 mm at 60 cm C/C on both ways, including
finishing with French polishing etc. complete.
(without skirting)
As directed by Engineer-In-Charge.
As directed by Engineer-In-Charge.
Providing and fixing partition 4 mm thick Indian teak
veneer on one side and commercial type plywood
on the other side including C.C.T.W. frame of 70 x
35 mm at 60 cm C/C on both ways, including
finishing with French polishing to Veneer face and
oil painting / French polishing to other face
etc.complete. (without skirting)
Providing and fixing 16 mm dia. mild steel round
bars at 100 mm c/c to windows / ventilators /
fanlights, fixing mild steel flats 40 x 6 mm in frame,
cutting a recess to fit the flat exactly, including
drilling the holes to flats to pass the bars through it
25 mm inside in wooden frame without central mild
steel flats including providing one coat of primer etc.
complete. (No central flat to be provided upto 45 cm
bar length)
As directed by Engineer-In-Charge.
Providing and fixing 16 mm dia. mild steel bars to
window at 100 mm center to center, including one
coat of primer etc. complete. (without M.S. flats)
As directed by Engineer-In-Charge.
PARTITION
As directed by Engineer-In-Charge.
75
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
55
Spec. Sq.M. 2075.00 246.00
56
Bd. T. -63 Sq.M. 1284.00 258.00
57
Bd. T. -63 Sq.M. 1425.00 256.00
58
Bd. T. -66 Sq.M. 1607.00 268.00
Spec. No.:BdT.-63. Page No.514
Providing and fixing partitions using 1.84 m height
and 12 mm thick teakwood one face particle and
other teak veneer bonded with phenol formaldehyde
synthetic resin including CTW vertical 70 x 70 mm
and top and bottom rail of 70 x 35 mm and covering
batten of 30 x 10 mm at 1.22 metre apart on both
ways or as directed including finishing with one coat
of primer etc. complete.
Spec. No.:BdT.-63. Page No.514
Providing and fixing country teakwood partly
veneered and partly glazed partition with C.C.T.W.
frame and vertical members of same size 70 x 35
mm frame at 60 cm centre to centre and, decorative
veneer of 4 mm thick panels including French
polishing etc. complete.
As directed by Engineer-In-Charge.
Providing and fixing partitions using 1.84 m height
and 12 mm thick teakwood particle board bonded
with phenol formal dehyde synthetic resin including
C.C.T.W. vertical 70 x 70 mm and top and bottom
rail of 70 x 35 mm and covering batten of 30 x 10
mm at 1.22 metre apart on both ways or as directed
including finishing with one coat of primer etc.
complete.
Providing and fixing partition using 1.84 metre
height and 12mm thick teak wood with both faces
teak veneer bonded with phenol formaldehyde
synthetic resin including C.C.T.W. vertical 70 x 70
mm and top and bottom rail of 70 x 35 mm and
covering batten of 30 x 10 mm at 1.22 metre apart
on both ways or as directed including finishing with
one coat of primer etc. complete.
Spec. No.:BdT.-66. Page No.550
76
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
59
Spec. Sq.M. 2630.00 432.00
60
Spec. Sq.M. 3518.00 458.00
61
Spec. Sq.M. 3850.00 458.00
Providing, Supplying and fixing in position anodized
extruded aluminium partition having frame made of
aluminium extruded tubular section of size 65 x 40
mm with 12 mm thick three layered flat pressed teak
wood particle board bonded with BWP type exterior
grade phenol formaldehyde synthetic resin
conforming to I.S.12823-1990, laminated on both
sides, fixed with aluminium glazing clips of size 12 x
12mm (conical) as per drawing etc. complete.
(Sample to be got approved from Ex. Engineer
before use)
Providing and fixing in position anodized extruded
aluminium partitions, partly glazed and partly
laminated having frame made out of extruded
tubular section of size 40 x 60mm with 12 mm thick
three layered flat pressed teak wood particle board
bonded with BWP type‟ exterior grade
phenolformaldehyde synthetic resin conforming to
I.S.12823-1990, laminated on both sides and 5 mm
thick selected quality flat glass panels fixed with
aluminium glass clips 12 x 12 mm and rubber
cushioning beading to glass partition as per
approved drawing etc. complete. (Sample to be got
approved from Ex. Engineer before use)
As directed by Engineer-In-Charge.
Providing, supplying and fixing in position anodized
extruded aluminium partitions with both sides
laminated panels having frame made out of-
aluminium extruded tubular section of size 40 mm x
65 mm with 9 mm thick three layered flat pressed
teak wood particle board bonded with BWP type
exterior grade phenolformaldehyde synthetic resin
conforming to I.S.12823-1990, laminated on both
sides, fixed with aluminium glazing clips of size 12 x
12 mm as per approved drawing etc. complete.
(Sample to be got approved from Ex. Engineer
before use)
As directed by Engineer-In-Charge.
As directed by Engineer-In-Charge.
77
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
62
Spec. Sq.M. 1754.00 268.00
63
Spec. Sq.M. 1619.00 55.00
64
Spec. Sq.M. 1759.00 55.00
Providing and fixing partition using 1.84m height
and 12mm thick Prelaminated particle board (IS
12823-1990)(OSL)one side decor lamination and
other side balancing white paper bonded with
phenol formaldehyde synthetic resin confirmed to IS
3087-1985, including C.C.T.W vertical 70 x 70 mm
and top and bottom rail of 70 x 35 mm and covering
batten of 30 x 10 mm at 1.2m apart on both ways or
as directed including finishing with one coat of prime
coat complete. (Excluding fixtures & fastening)
As directed by Engineer-In-Charge.
Providing and fixing partition using 1.84m height
and 12mm thick Prelaminated particle board (IS
12823-1990)(BSL) both side decor lamination and
bonded with phenol formaldehyde synthetic resin
confirmed to IS 3087-1985 including CTW vertical
70 x 70 mm and top and bottom rail of 70 x 35 mm
and covering batten of 30 x 10 mm at 1.2m apart
on both ways or as directed including finishing with
one coat of prime coat complete. (Excluding fixtures
& fastening)
As directed by Engineer-In-Charge.
Providing and fixing sintex or equivalent partitions
partly glazed made out of rigid PVC extruded hollow
section BLR-53 of size 60 x 53 mm with steel
reinforcement ST-27 of size 27 x 20 mm, panel in fill
in approved colour of SPUF 105 plain multi
chamber hollow plastic section of size 12 x 150 mm
joined each other by tongue and groove interlocking
system fixed by sanp fit AL-15 of size 15 x 23 bead
section and clear vision plain glass 5 mm thick fixed
by snap fit GL-31 of size 30 x 23 mm bead section
inserted with EPDM gasket, including fixing 100 mm
long expandable screws in required number with
wooden plugs fixed in walls as holdfasts, remaking
food the damaged surface etc. complete.
As directed by Engineer-In-Charge.
78
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
65
Spec. Cu.M. 69604.00 7560.00
66
Spec. Sq.M. 493.00 69.00
67
Spec. Sq.M. 2050.00 205.00
68
Spec. Sq.M. 293.00 68.00
69
Spec. Sq.M. 432.00 55.00
Providing and fixing 22 B.W.G.. plain galvanized
iron sheets on top of weather shed, including
scaffolding, fixing by means of nut and bolts or as
directed etc. complete. (Brackets of 70 x 45 mm to
be paid separately)
WEATHER SHEDS
Providing and fixing in position C.C.T.W. brackets
for weather shads of section 70 x 45 mm with
mortise and tenon joinery at 1.2 to 1.5 metre center
to center or as directed and teak wood battens of
required section, including fixing three numbers of
iron nut and bolts to each bracket, necessary
scaffolding and two coats of painting to wood work
etc. complete.
As directed by Engineer-In-Charge.
As directed by Engineer-In-Charge.
Providing Fibre reinforced plastic Weather shed,
comprising of stainless FRP sheet (of IS std.) of
thickness 2.5 to 3 mm with adequate reinforcement
at edges moulded to the shape as per approved
drawing including scaffolding, fixing with GI screws
etc. complete.( with the prior permission of S.E.)
As directed by Engineer-In-Charge.
Providing and fixing 4 mm thick plain A.C. sheets (of
IS std.) on top of the weather shed including
scaffolding, fixing by means of nuts and bolts or as
directed etc. complete as per detailed drawing
(Brackets of 70 x 45 mm to be paid separately).
As directed by Engineer-In-Charge.
As directed by Engineer-In-Charge.
Replacing by providing and fixing 3 mm thick plain
sheet glass panels to doors and windows etc.,
including putty etc. complete.
79
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
70
Spec. Sq.M. 455.00 55.00
71
Spec. Sq.M. 390.00 76.00
72
Spec. Sq.M. 605.00 55.00
73
Spec.
a) 3mm thick Sq.M. 710.00 62.00
b) 5mm thick Sq.M. 1260.00 62.00
74
Spec. Sq.M. 1377.00 198.00
75
Spec. Sq.M. 837.00 37.00
Providing and fixing UV proof plastic sheet panels of
approved quality in required thickness of 3 mm
plain, clear or any colour or obscured (lining) in lieu
of glass panels to doors/windows including
providing and fixing clips, putty etc. complete.
(Sample to be got approved from Ex. Engineer
before use)
Providing and fixing C.C.T.W. skirting 20 mm thick,
including necessary beading, rounding, French
polishing etc. complete.
Providing and fixing Acrylic plastic sheet (of IS std.)
panels of approved quality in required thickness 3
mm plain, clear or any colour or obscured linings in
lieu of glass panels to doors/windows including
providing and fixing clips, putty etc. complete.
As directed by Engineer-In-Charge.
Replacing by providing and fixing 3 mm thick ribbed
glass panels to doors and windows etc., including
putty etc. complete.
As directed by Engineer-In-Charge.
Providing and fixing clear / frosted glass panels
3mm thick for all size including putty, C.C.T.W.
beading etc. complete.
As directed by Engineer-In-Charge.
As directed by Engineer-In-Charge.
As directed by Engineer-In-Charge.
Providing and fixing C.C.T.W. runner size 150 x 75
mm over partition, including rounding, fixing in the
masonry where necessary beading on sides etc.
complete.
As directed by Engineer-In-Charge.
80
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
76
Spec. As directed by Engineer-In-Charge. R.M. 89.00 22.00
77
Bd. T. -38
a) 75x25mm Sq.M. 180.00 20.00
b) 50x25mm Sq.M. 187.00 20.00
c) 25x25mm Sq.M. 262.00 20.00
d) 50x50mm Sq.M. 159.00 20.00
78
Bd. T. -39
a) 25mm XPM. Sq.M. 140.00 18.00
b) 20mm XPM. Sq.M. 168.00 18.00
79
Spec. Sq.M. 2056.00 291.00
Spec. No.:BdT.-39 Page No.502
Providing and fixing aluminium grill as per AL-104
section approved by AIAGMA decorative of various
sizes as per detail drawing and specification etc.
complete. (Prior permission to be obtained from
S.E. before execution )
As directed by Engineer-In-Charge.
Providing and fixing C.C.T.W. cover moulding 45 x
20 mm over doors and windows in the required
shape & size as per drawing, including all
mouldings and finishing with French polishing etc.
complete.
Providing and fixing welded mesh of _____ and
2.54 mm thick (12 gauge) to teak wood frame work
as per detailed drawings or as directed, including
iron fastenings, one coat of primer, scaffolding etc.
complete. (Frame work of 70 x 45 mm and covering
battens of 45 x 10 mm to be paid separately)
Spec. No.:BdT.-38 Page No.501
Providing and fixing ______ of 2.54 mm thick (12
gauge) to teak wood frame work as per detailed
drawing or as directed including iron fastenings, one
coat of primer, scaffolding etc. complete. (Frame
work of 70 x 45 mm and covering battens of 45 x 10
mm to be paid separately)
Deleted
81
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
80
Spec. R. M. 389.00 86.00
81
Spec. R. M. 440.00 86.00
Providing and fixing factory made polyvinyl chloride
(PVC) Door Frame in plain colour of the size 50 x
47mmwith a wall thickness of 5mm, made out of
extruded 5mm PVC sheet, mitre cut at two corners
and joined with 2nos. of 150mmlong brackets of
15mmx15mm M.S. square tube. The two vertical
door profiles are to be reinforced with 19mmx19mm
M.S. Square tube of 19 gauge, EPDM rubber gasket
weather seal to be provided through out the frame.
The door frame shall be fixed to the wall
using65/100mm long M.S. Screws through the
frame by using PVC fasteners. A minimum of 4nos.
of screws to be provided for each vertical member &
minimum 2nos. for horizontal member etc. complete
as per specification and direction of Engineer-in-
Charge.
As directed by Engineer-In-Charge.
Providing and fixing factory made polyvinyl chloride
(PVC) Door Frame in Prelaminated colour of the
size 50 x 47mmwith a wall thickness of 5mm, made
out of extruded 5mm PVC sheet, miter cut at two
corners and joined with 2nos. of 150mmlong
brackets of 15mmx15mm M.S. square tube. The
two vertical door profiles are to be reinforced with
19mmx19mm M.S. Square tube of 19 gauges,
EPDM rubber gasket weather seal to be provided
through out the frame. The door frame shall be fixed
to the wall using65/100mm long M.S. Screws
through the frame by using PVC fasteners. A
minimum of 4nos. of screws to be provided for each
vertical member & minimum 2nos. for horizontal
member etc. complete as per specification and
direction of Engineer-in-Charge.
As directed by Engineer-In-Charge.
82
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
82
Spec. Sq.M. 2700.00 387.00
83 Providing and fixing 30mm thick FACTORY MADE
BOTH SIDE PRELAM SOLID PANEL PVCDOOR
SHUTTER consisting of frame made out of M.S.
tubes of 19 gauge thickness and size of 19mm x
19mm for stiles, top& bottom rails. M.S. frame shall
have a coat of steel primers of approved make and
manufacture. M.S. frame covered with 5mmthick
heat moulded “Rajshri” Prelam PVC „C‟ channel of
size 30mm thickness, 70mm width out of which
50mm shall be flat and 20mm shall be tapered in
450 angle on either side forming stiles; and 5mm
thick, 95mm wide Prelam PVC sheet out of which
75mm shall be flat and 20mm shall be tapered in
450 on the inner side to form top and bottom rail
and 115mm wide Rajshri Prelam PVC sheet out of
which 75mm shall be flat and 20mm shall be
tapered on both sides to form lock rail. Top, bottom
and lock rail shall be provided either side of the
panel. 10mm (5mm x 2) thick, 20mm wide cross
PVC sheet shall be provided as gap
Providing and fixing 30mm thick FACTORY MADE
SOLID PANEL PVC DOOR SHUTTER consisting of
frame made out of M.S. tubes of 19 gauge
thickness and size of 19mm x 19mm for stiles &
15mm x 15mm for top& bottom rails. M.S. frame
shall have a coat of steel primers of approved make
and manufacture. M.S. frame shall be covered with
5mm thick heat moulded PVC „C‟ channel of size 30
x 50mm forming stiles, and 5mm thick, 75mm wide
PVC sheets for top rail, lock rail & bottom rail on
either side, and 10mm (5mm x 2) thick, 20mm wide
cross PVC sheet as gap insert for top rail & bottom
rail. Paneling of 5mm thick PVC sheet to be fitted in
the M.S. frame welded / sealed to the stiles & rails
with 30mm wide x 5mm thick PVC sheet beading on
either side, and joined together with solvent cement
adhesive etc. An additional 5mm thick PVC strip of
20mm width is to be stuck on the interior side of the
„C‟ Channel using PVC solvent cement adhesive.
complete as per drawing &direction of Engineer-in-
charge, As directed by Engineer-In-Charge.
83
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
Spec. Sq.M. 3297.00 387.00
84
Spec. Sq.M. 3558.00 338.00
85
Spec. Sq.M. 1672.00 275.00
Providing and fixing 35mm thick factory made
Moulded door shutter consisting of solid core single
leaf Flush Door of 30mm thickness, lipped with
15mm (5mm x 3) thick x 30mm width on one stiles
and top rails & 10mm (5mm x 2) thick x 30mm width
on the other stiles & bottom rails. The inner panel
laminated with 2mm thick termite proof, water proof
and fire resistant moulded PVC Sheet with 2, 4, 6
raised panel design in different plain colours on one
side after routing the Moulded design on flush door
& 2mm plain PVC sheet on other side using rubber
adhesive on flush door &solvent cement adhesive
on the PVC lipping etc. complete as per direction of
Engineer-in-charge, manufacturer‟s specification
and drawing.
Providing and fixing factory made (Poly Vinyl
Chloride) PVC Chajja PVC Shed 12 mm thickness
or required colour and size; design made by PVC
Sheet in single piece, having smooth gradual slope
curvature for easy driange of rain water and duly
reinforced vertically by 5 Nos. at equal distance of
12 mm PVC Sheet and one piece of Chajja fixed
with 100mmx8mm anchor fastener screws to be
fixed at a gap of every 8 inches etc. complete as per
direction of Engineer-in-charge and manufacture's
certification and drawing.
As directed by Engineer-In-Charge.
As directed by Engineer-In-Charge.
As directed by Engineer-In-Charge.
insert for top rail & bottom rail. Paneling of 5mm
thick both side Prelam PVC sheet to be fitted in the
M.S. frame welded / sealed to the stiles & rails with
7mm (5mm+2mm) thick x 15mm wide PVC sheet
beading on inner side, and joined together with
solvent cement adhesive etc. An additional 5mm
thick PVC strip of 20mm width is to be stuck on the
interior side of the „C‟ Channel using PVC solvent
cement adhesive etc. complete as per
manufacturer‟s specification & drawing. direction of
Engineer-in-charge,
84
Completed Labour
1
Bd. U. -1 Sq.M. 961.00 55.00
2
Bd. U. -1 Kg. 61.00 6.00
3
Bd. U. -2
a) 15 kg. Sq.M. 1614.00 146.00
b) 20 kg. Sq.M. 1942.00 146.00
c) 25 kg. Sq.M. 2398.00 146.00
d) 30 kg. Sq.M. 2731.00 146.00
e) 35 kg. Sq.M. 3100.00 146.00
Providing and fixing mild steel grill railing weighing
___ kg per Sq.M. with C.C. teak wood hand rail of
size 75 x 60 mm and sill of 75 x 25 mm for
staircase, and verandah including fabricating,
fixtures, erecting, painting grill work with one coat of
anticorrosive paint and polishing the sill, hand rail
with French polishing etc. complete.
Spec. No.:BdU.-2 Page No.537
Providing and fixing mild steel grill work for
windows, ventilators weighing 15.00 kg per Sq.M.
as per drawing, including necessary fixtures,
welding and painting with one coat of anti-corrosive
paint etc. complete.
Spec. No.:BdU.-1 Page No.537
Add for extra weight or deduct for less weight per
kg. for fabricating such as cutting, shaping, riveting
etc. mild steel for grill works including welding etc.
complete.
Spec. No.:BdU.-1 Page No.537
Bd - U : Iron Work
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
Deleted
Deleted85
Completed Labour
1
Bd. V. -5
A) Medium type.
R.M. 179.00 62.00
R.M. 205.00 62.00
R.M. 248.00 62.00
R.M. 287.00 62.00
R.M. 349.00 62.00
B) Heavy type.
R.M. 229.00 62.00
R.M. 253.00 62.00
R.M. 341.00 62.00
R.M. 365.00 62.00
R.M. 418.00 62.00
d) 32mm dia.. (outer dia.42.40 mm & weight 3.24
kg./ Rmt..)
e) 40mm dia.. (outer dia.. 48.30 mm & weight 3.73
kg./ Rmt..)
Bd - V : Water Supply and Sanitary Fittings
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
Providing and laying in trenches--------mm. dia. of
approved Galvanized Iron pipe having embossed at
every meter the ISI mark and name of
manufacturer, having ............ mm outer diameter
and ........... kilogramme per metre weight with
screwed sockets, joints, and necessary galvanized
iron fittings such as backnuts, elbows, bends, tees,
reducers, enlargers, plugs, etc. including providing
and applying two coats of oil paint with one coat of
primer and necessary excavation and backfilling
complete including removing existing pipe if
necessary & conveying & stacking in P.W.D.
chowky or as directed etc. complete.
Spec. No.:BdV.-5 Page No.551
a) 15mm dia.. (outer dia.. 21.32 mm & weight
1.27 kg./ Rmt..)
b) 20mm dia.. (outer dia.. 26.90 mm & weight 1.64
kg./ Rmt..)
c) 25mm dia.. (outer dia.. 33.70 mm & weight 2.52
kg./ Rmt..)
a) 15mm dia.. (outer dia.. 21.32 mm & weight 1.50
kg./ Rmt..)
b) 20mm dia.. (outer dia.. 26.90 mm & weight 1.95
kg./ Rmt..)
c) 25mm dia.. (outer dia.. 33.70 mm & weight 3.50
kg./ Rmt..)
d) 32mm dia.. (outer dia.42.40 mm & weight 3.93
kg./ Rmt..)
e) 40mm dia.. (outer dia.. 48.30 mm & weight 4.54
kg./ Rmt..)
Deleted
86
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
R.M. 444.00 62.00
R.M. 739.00 62.00
R.M. 1125.00 79.00
2
Bd. V. -5
A) Medium type.
R.M. 192.00 44.00
R.M. 214.00 44.00
R.M. 254.00 44.00
R.M. 304.00 44.00
R.M. 335.00 44.00
R.M. 428.00 46.00
R.M. 614.00 46.00
R.M. 734.00 46.00
a) 15mm dia.. (outer dia.. 21.32 mm & weight 1.27
kg./ Rmt..)
b) 20mm dia.. (outer dia.. 26.90 mm & weight 1.64
kg./ Rmt..)
f) 50mm dia.. (outer dia.. 60.30 mm & weight 6.33
kg./ Rmt..)
g) 80mm dia.. (outer dia.. 88.90 mm & weight
10.31 kg./ Rmt..)
h) 100mm dia.. (outer dia.114.30 mm & weight
15.15 kg./ Rmt..)
Providing and laying on walls / ceiling / floors __mm
diameter approved ___ Galvanized Iron pipe having
embossed at every meter the ISI mark and name of
manufacturer, having__mm outer diameter and __
kilogramme per metre weight with screwed sockets,
joints, and necessary galvanized iron fittings such
as backnuts, elbows, bends, tees, reducers,
enlargers, plugs, etc. including necessary drilling in
holes in walls/slabs etc. and remaking good the
demolished portion to restore the same in original
condition neatly and applying primer and two coats
of oil painting including necessary scaffolding
including removing existing pipe if necessary &
conveying & stacking in P.W.D.. chowky or as
directed etc. complete.
Spec. No.:BdV.-5 Page No.551
c) 25mm dia.. (outer dia.. 33.70 mm & weight 2.52
kg./ Rmt..)
h) 80mm dia.. (outer dia.. 88.90 mm & weight 8.70
kg./ Rmt..)
d) 32mm dia.. (outer dia.42.40 mm & weight 3.24
kg./ Rmt..)
e) 40mm dia.. (outer dia.. 48.30 mm & weight 3.73
kg./ Rmt..)
f) 50mm dia.. (outer dia.. 60.30 mm & weight 5.23
kg./ Rmt..)
g) 65mm dia.. (outer dia.. 74.75 mm & weight 6.95
kg./ Rmt..)
87
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
B) Heavy type.R.M. 255.00 46.00
R.M. 254.00 48.00
R.M. 298.00 48.00
R.M. 335.00 48.00
R.M. 390.00 60.00
R.M. 436.00 60.00
R.M. 857.00 60.00
R.M. 1117.00 60.00
3
Spec.
a) 15mm. Diameter R.M. 46.00 10.00
b) 20mm. Diameter R.M. 56.00 10.00
c) 25mm. Diameter R.M. 76.00 10.00
d) 32mm. Diameter R.M. 91.00 10.00
e) 40mm. Diameter R.M. 106.00 10.00
f) 50mm. Diameter R.M. 122.00 10.00
h) 60mm. Diameter R.M. 148.00 10.00
Providing and fixing in position-------------- Ultra
Violet stabilized UPVC plumbing pipes of specified
outer diameter required standard thickness
confirming to I.S.. 4985, including necessary fittings
confirming to I.S.. 7834, such as P.V.C.. bends,
vees, reducers, clamps, plugs etc. necessary
excavation trench, refilling, necessary drilling holes
in walls / slab, and making the good the surface etc.
complete. (For 10.00 Kg/Sq.cm.. pressure)(
including defect liability period and bond for three
years.)
As directed by Engineer-In-Charge.
e) 40mm dia.. (outer dia.. 48.30 mm & weight 4.54
kg./ Rmt..)
f) 50mm dia.. (outer dia.. 60.30 mm & weight 6.33
kg./ Rmt..)
g) 80mm dia.. (outer dia.. 88.90 mm & weight
10.31 kg./ Rmt..)
h) 100mm dia.. (outer dia.114.30 mm & weight
15.15 kg./ Rmt..)
a) 15mm dia.. (outer dia.. 21.32 mm & weight 1.50
kg./ Rmt..)
b) 20mm dia.. (outer dia.. 26.90 mm & weight 1.95
kg./ Rmt..)
c) 25mm dia.. (outer dia.. 33.70 mm & weight 3.50
kg./ Rmt..)
d) 32mm dia.. (outer dia.42.40 mm & weight 3.93
kg./ Rmt..)
88
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
4
Bd. V.6-7
A) with brick masonary chamber
i) 15mm. diameter water meter No. 2952.00 127.00
ii) 20mm. diameter water meter No. 3598.00 127.00
iii) 25mm. diameter water meter No. 4338.00 156.00
B) without brick masonary chamber
i) 15mm. diameter water meter No. 1625.00 127.00
ii) 20mm. diameter water meter No. 2213.00 127.00
iii) 25mm. diameter water meter No. 2768.00 150.00
5
Bd. V. -8
a ) 15mm. Diameter No. 200.00 33.00
b) 20mm. Diameter No. 251.00 33.00
c) 25mm. Diameter No. 367.00 33.00
6
Bd. V. -9
a) 15mm. Diameter No. 219.00 33.00
b) 20mm. Diameter No. 294.00 33.00
c) 25mm. Diameter No. 390.00 37.00
d) 32mm. Diameter No. 430.00 40.00
e) 40mm. Diameter No. 556.00 43.00
f) 50mm. Diameter No. 617.00 46.00
g) 65mm. Diameter No. 667.00 48.00
h) 80mm. Diameter No. 705.00 49.00
Providing and fixing ------mm.dia. screw down
wheeled stop tap of steel with chromium plating of
approved quality and make bearing I.S.I. mark,
including sockets, union nut complete.
Spec. No.:BdV.-9 Page No.555
Providing and fixing approved and tested water
meter bearing I.S.I. mark with non return valve
including strainer, sockets, union nut and
construction ______ of required and adequate size
with M.S. fabricated frame and mild steel hinged
cover with locking arrangement and lock etc.
complete.
Spec. No.:BdV.-6 & 7 Page No.553
Providing and fixing ___ mm dia. screw down
bib/stop tap of brass of approved quality and make,
including necessary sockets, union nut, testing etc.
complete.
Spec. No.:BdV.-8 Page No.554
89
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
7
Bd. V. -10
a) 15mm. Diameter No. 1131.00 33.00
b) 20mm. Diameter No. 1155.00 33.00
c) 25mm. Diameter No. 1195.00 33.00
8
Bd. V. -11
a) 15mm. Diameter No. 383.00 33.00
b) 20mm. Diameter No. 449.00 33.00
c) 25mm. Diameter No. 492.00 33.00
9
Bd. V. -14 No. 239.00 54.00
10
Bd. V. ---- No. 150.00 26.00
11
Bd. V. -18 No. 1229.00 664.00
Providing and fixing fittings and accessories such as
ball cock, overflow pipe with mosquito proof
coupling, scour, pipe with plug, manhole with cover
and locking arrangement, connecting pipes and
embedding intake and outflow pipes into the R.C.C
water reservior etc. complete.
Spec. No.:BdV.-18 Page No.558
Providing and fixing 15 mm diameter concussion
push button typesteel with chromium plating self
closing tap of approved make and quality, including
necessary socket, testing etc. complete.
Spec. No.:BdV.-14 Page No.557
Providing and fixing half turn 25 mm dia. steel with
chromium plating flushing cock including necessary
fitting etc. complete.
Spec.. As directed by Engineer-in-charge
Providing and fixing ___ steel with chromium plating
stop tap of approved quality and make with clutch/
wheel including sockets/ union nut and brick
masonry chamber with cast iron-frame and mild
steel hinged cover with locking arrangement and
lock etc. complete.
Spec. No.:BdV.-10 Page No.555
Providing and fixing brass stop tap of approved
quality and make with crutch/ wheel including
sockets/ union nut and brick masonry chamber with
cast iron-frame and mild steel hinged cover with
locking arrangement and lock etc. complete.
Spec. No.:BdV.-11 Page No.555
90
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
12
Bd. V. -19 R.M. 674.00 180.00
13
Bd. V. -20 No. 5259.00 1264.00
14
Spec. No. 1441.00 443.00
Renewing Indian type white glazed earthenware 625
mm water closet pan with 'P' trap including cement
concrete bedding and making good the damages,
making connections to watersupply and drainage
and making good the defeciencies if any complete.
As directed by Engineer-In-Charge.
Providing and fixing 45 cm wide steel ladder of 40 x
6 mm mild steel flat stringers and steps of 18 mm
diameter mild steel bar including fixing it in M-15
cement concrete block 60 x 30 x30cm and painting
the ladder with antirust primer and 2 coats of oil
paint etc. complete.
Spec. No.:BdV.-19 Page No.559
Providing and fixing Indian type white glazed
earthenware 625 mm water closet pan including "P"
trap, white earthenware foot rests, Cast Iron soil and
vent pipes upto the outside face of the wall including
100 mm. diameter cast iron plug bend, cement
concrete bedding, 10 litres fibre/UPVC high level
flushing cistern of approved quality and make with
fittings, inlet pipe with stop tap, brackets for fixing
the cistern, 32 mm. diameter UPVC flush pipe with
fittings and clamps, 20 mm diameter galvanised iron
overflow pipe with mosquito proof coupling,
galvanised iron chain and pull, painting to the
cistern and exposed pipes and cutting and making
good the walls and floors etc. complete. (Exclusing
waterproof brick bat coba)
Spec. No.:BdV.-20 Page No.559
91
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
15
Spec.
A) Coloured glazed first class
a) with flushing cistern & B.B.Coba. No. 6428.00 966.00
b) without flushing cistern & B.B.Coba. No. 4035.00 634.00
B) White glazed first class
a) with flushing cistern & B.B. coba. No. 6431.00 902.00
b) without flushing cistern & B.B. Coba. No. 5192.00 581.00
16
Spec. No. 4345.00 1012.00
Providing and fixing Orissa type ____ (of IS Std.)
earthenware 625 x 450 mm water closet pan
including "P" trap, Cast Iron soil and vent pipes upto
the outside face of the wall including 100 mm.
diameter cast iron plug bend, cement concrete
bedding, 10 litres capacity UPVC /Fibre flushing
cistern of approved quality and make with fittings,
inlet pipe with stop tap, brackets for fixing the
cistern, 32 mm diameter UPVC flush pipe with
fittings and clamps, 20 mm diameter galvanised iron
overflow pipe with mosquito proof coupling,
galvanised iron chain and pull, painting to the
cistern and exposed pipes and cutting and making
good the walls and floors etc. complete.
As directed by Engineer-In-Charge.
Providing and fixing European type white glazed (of
IS Std.) earthenware water closet pan with Bekelite
seat and lid with chromium plated brass hinges and
rubber buffers including UPVC soil/vent pipe upto
the outside face of wall, 10 litre enamelled low level
flushing cistern with fittings, pipe and stop tap
brackets for fixing cistern 32 mm dia. UPVC flush
pipe with fittings and clamps, 20 mm dia. UPVC
overflow pipe, mosquito proof couplings, G.I. chain
and pulley, cutting and making good to the walls
and floors, testing etc. complete. (Prior approval of
sample and brand by Ex.Engineer is necessary
before use.)
As directed by Engineer-In-Charge.
92
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
17
Spec. No. 4207.00 950.00
18
Spec. No. 4638.00 1011.00
19
Spec. No. 8623.00 799.00
Providing and fixing European type white glazed (as
per IS Std.) earthenware water closet pan with
Bekelite seat and lid with chromium plated brass
hinges and rubber buffers including UPVC, soil/vent
pipes upto outside face of-the walls, 10 litre fibre low
level tank flushing cistern with fittings, pipes and
stop tap, brackets for fixing the cistern 32 mm dia.
UPVC flush pipe with fittings and clamps, 20 mm
dia. UPVC overflow pipe with mosquito proof
coupling galvanised iron chain and pulley painting of
the cistern and exposed pipes and cutting and
making good to the wall and floor, testing etc.
complete. (Prior approval of sample and brand by
Ex.Engineer is necessary be fore use.)
As directed by Engineer-In-Charge.
Providing and fixing European type coloured glazed
(as per IS Std.) earthenware water closet pan with
Bekelite seat and lid with chromium plated brass
hinges and rubber buffers including UPVC soil and
vent pipe upto the outside face of wall, 10 litre
UPVC low level tank flushing cistern, 32 mm. dia.
UPVC flush pipe with fittings, and clamps 20 mm
dia. UPVC over flow pipe with mosquito proof
couplings, pointing to exposed pipe and cutting and
making good to the wall and floor testing etc.
complete. (Prior approval of sample and brand by
Ex. Engineer is necessary before use.)
As directed by Engineer-In-Charge.
Providing and fixing European type white glazed (as
per IS Std.) earthernware coupled closet with
syphonic trap with syphonic low level 10 litres White
Glazed cistern with black bakelite seat and lid with
chromium plated brass hinges including UPVC soil
and white glazed vent pipe upto the outside face of
the wall including 100 mm- dia. UPVC plug bend,
inlet pipe, stop tap etc. all fittings, cutting and
making good to the walls and floor, testing etc.
complete. (Prior approval of sample and brand by
Ex.Engineer is necessary before use.)
As directed by Engineer-In-Charge.
93
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
20 .
Spec. No. 3927.00 967.00
21
Spec. No. 4246.00 967.00
22
Bd. V. -23
a) Coloured glazed No. 6758.00 476.00
b) White glazed No. 4575.00 359.00
Providing and fixing "Anglo Indian type" (IS Std.)
Orissa Pattern white glazed water closet pan with
backelite seat and lid with chromium plated brass
hinges including UPVC soil and vent pipe upto the
outside face of the wall and 100 mm dia.uPVC plug
bend, 10 litre UPVC low level flushing cistern, 32
mm dia. UPVC flush pipe with fittings and clamps,20
mm dia. UPVC over flow pipe with mosquito proof
coupling, G.I.chain and pulley painting of cistern and
exposed pipe and cutting and making good to the
walls and floor, testing etc. complete. (Prior
approval of sample and brand, by Ex. Engineer is
necessary before use.)
As directed by Engineer-In-Charge.
Providing and fixing "Anglo Indian type" white
glazed (as per IS Std.) earthenware water closet
pan with bekelite seat and lead with chromium
plated brass hinges including uPVC soil and vent
pipe upto the outside face of the wall and 100 mm
dia. UPVC plug bend, 10 litre UPVC low level
flushing cistern, 32 mm dia. UPVC flush pipe with
fittings and clamps,20 mm dia. UPVC over flow pipe
with mosquito proof coupling, G.I.chain and pulley
painting of cistern and exposed pipe and cutting and
making good to the walls and floor, testing etc.
complete. (Prior approval of sample and brand, by
Ex. Engineer is necessary before use.)
As directed by Engineer-In-Charge.
Providing and fixing _____ earthenware full stall
type Urinal without flushing cistern with inlet pipes,
uPVC flush pipe, stop tap 32 mm dia. with
fittings,uPVC soil pipe,uPVC trap and soil pipe
connection upto the outside face of the wall, making
good to damaged surface, testing etc. complete.
(Prior approval of sample and brand by Ex.Engineer
is necessary before use.) (One full stall urinal)
Spec. No.:BdV.-23 Page No.562
94
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
23
Bd. V. -23
a) Coloured glazed No. 10966.00 1146.00
b) White glazed No. 7677.00 1146.00
24
Spec.
a) Coloured glazed No. 3175.00 550.00
b) White glazed No. 2082.00 550.00
25
Bd. V. -26 No. 2624.00 756.00
26
Bd. V. -27 No. 3026.00 882.00
Providing and fixing of approved quality and make
group of two white glazed earthenware lipped flat
back type urinal with Fibre/UPVC 5 litres capacity
flushing cistern with fittings, inlet pipe with stop tap,
brackets for fixing the cistern, 32 mm. diameter
UPVC flush pipe with fittings etc. complete.
Spec. No.:BdV.-27 Page No.564
Providing and fixing _____ earthenware full stall
type Urinal without flushing cistern with inlet pipes,
UPVC flush pipe, stop tap 32 mm dia. with fittings,
UPVC soil pipe, UPVC trap and soil pipe connection
upto the outside face of the wall, making good to
damaged surface, testing etc. complete. (Prior
approval of sample and brand by Ex.Engineer is
necessary before use.) (Two full stall urinal)
Spec. No.:BdV.-23 Page No.562
Providing and fixing ___ earthenware semi stall type
urinals (of IS Std.) without cistern, with inlet pipes
stop tap, UUPVC flush pipe with fittings and flushing
arrangement including UPVC soil pipe, UPVC trap
and soil pipe connection upto outside face of wall,
making good the damaged surface, testing etc.
complete. (Prior approval of sample and brand by
Ex.Engineer is necessary before use.)
As directed by Engineer-In-Charge.
Providing and fixing of approved quality and make
white glazed earthenware lipped flat back type urinal
with Fibre/UPVC 5 litres capacity flushing cistern
with fittings, inlet pipe with stop tap, brackets for
fixing the cistern, 32 mm. diameter UPVC heavy
type flush pipe with fittings etc. complete.
Spec. No.:BdV.-26 Page No.564
95
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
27
Bd. V. -30
A) White glazed with bottle trap
a) 45x30 cm. No. 1754.00 726.00
b) 55x40 cm. No. 2354.00 562.00
c) 63x45 cm. No. 2438.00 562.00
B) Coloured glazed with bottle trap
a) 45x30 cm. No. 2017.00 558.00
b) 55x40 cm. No. 2438.00 558.00
c) 63x45 cm. No. 2589.00 558.00
28
Spec.
a) White glazed No. 1016.00 48.00
b) Coloured glazed No. 1351.00 48.00
29
Bd. V. -31
a) 600x450x200 mm. No. 2424.00 562.00
b) 450x300x200 mm. No. 2135.00 559.00
Providing and fixing ___ earthenware Wash Hand
Basin of ____ size including cold water piller taps,
brackets, rubber plugs and brass chain, stop tap,
chromium plate bottle trap and necessary pipe
connections including UPVC waste pipe and trap
upto the outside face of the wall, making good the
damaged surface, testing etc. complete.
Spec. No.:BdV.-30 Page No.565
Providing and fixing ______ pedestal for Wash
Hand Basin of approved size and quality testing etc.
complete. (Prior approval of sample and brand by
Ex. Engineer is necessary before use.)
As directed by Engineer-In-Charge.
Providing and fixing of approved quality and make
white glazed earthenware sink of size________
including all connections of the G.I. supply and
UPVC waste pipe and trap upto the outside face of
the wall, cold water chromium plated screw down
bib tap, rolled steel or C.I. brackets, rubber plug with
chain and stop tap, making good the damaged
surface, chromium plated bottle trap testing etc.
complete.
Spec. No.:BdV.-31 Page No.566
96
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
30
Bd. V. -31
a) 60x45x25 cm. No. 5186.00 554.00
b) 40x30x25 cm. No. 4300.00 554.00
31
Bd. V. -32 No. 617.00 187.00
32
Bd. V. -32 No. 444.00 187.00
33
Bd. V. -29 R.M. 687.00 75.00
34
Bd. V. -39
a) 100 mm. R.M. 205.00 48.00
b) 150 mm. R.M. 297.00 48.00
c) 225 mm. R.M. 495.00 48.00
Providing and laying saltglazed stone ware pipe of
____ mm diameter including fittings such as bends,
tees, single junction, double junction, laying, jointing
including excavation and refilling trenches etc.
complete.
Spec. No.:BdV.-39 Page No.573
Providing and fixing Steel sink of size ................
including all connections of G.I.supply and UPVC
waste pipe and trap upto outside face of wall, cold
water chromium plated screw down bib tap, rolled
steel or C.I.brackets, rubber plug and brass chain,
stop tap, making good the damaged surface,
chromium plated bottle trap testing etc. complete.
(Prior approval of sample and brand by Ex.Engineer
is necessary before use.)
Spec. No.:BdV.-31 Page No.566
Providing and fixing 10 cm dia. C.I.Nahani Trap
(long arm) including symet grating,bend, connecting
piece of C.I.pipe upto the outside face of the wall,
making good the damaged surface, testing etc.
complete.
Spec. No.:BdV.-32 Page No.567
Providing and fixing 10 cm dia. PVC Nahani Trap
fixed with PVC grating, PVC plug bend and piece of
PVC pipe upto plug bend, scaffolding etc. complete.
Spec. No.:BdV.-32 Page No.567
Providing and laying 100 mm dia. half round white
glazed earthenware pipes in cement concrete
1:5:10 bedding including bends, giving necessary
slope, pointing, making good the damaged surface
testing etc. complete.
Spec. No.:BdV.-29 Page No.565
97
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
35
Bd. V. -33 R.M. 387.00 56.00
36
Bd. V. -34
a) 100 mm. R.M. 135.00 106.00
b) 150 mm. R.M. 190.00 106.00
Providing and fixing ___ diameter asbestos cement
Rain Water Pipes including rain water receiving
recess, caste iron grating, necessary asbestos
cement fittings such as bends, shoes, pipes on
walls over mild steel bracket m.s. flat of 40mm.wide
and 3mm. thick,necessary scaffolding,supported on
ground by cement concrete M-15 block of 0.30m x
0.30m x0.30m or laying in ground including
necessary excavation, filling the trenches,filling
joints with cement morte 1:2, painting the exposed
faces with two coats of paint etc.complete (including
removing the existing pipe if necessary and
conveying and stacking in P.W.D.chowky or as
directed.)
Spec. No.:BdV.-34 Page No.569
Providing and fixing 75 mm dia. cast iron Rain
Water Pipes with lugs including rain water receiving
recess with cast iron grating, plug bend, necessary
fittings such as offsets, shoe including filling joints
with spun yarn soaked in bitumen and cement
mortar of 1:3 proportion fixing over mild steel
bracket m.s. flat of 40mm.wide and 3mm. thick on
walls, cement concrete M-15 blocks of 30 x 30 cm in
size including necessary scaffolding and painting
the exposed faces with one coat of red lead oil paint
and two coats of oil paint including removing the
existing pipe if necessary and conveying and
stacking in P.W.D. chowky or as directed etc.
complete.
Spec. No.:BdV.-33 Page No.567
98
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
37
Bd. V. -35
a) 75 mm. R.M. 450.00 145.00
b) 100 mm. R.M. 508.00 145.00
38
Bd. V. -35 R.M. 587.00 146.0039
Spec.
a) 110 mm. R.M. 616.00 90.00
b) 75 mm. R.M. 561.00 88.00
Providing and fixing-------- diameter Cast Iron waste
water pipe with necessary fixtures and fittings such
as bends, tees, single junction, double junction,
slotted vent offests,pipe over mild steel bracket m.s.
flat of 40mm.wide and 3mm. thick on wall,
supported on ground by cement concrete M-15
block of 0.30m x 0.30m x 0.30m or laying in the
ground including excavation, filling the trench, filling
joints with cement mortar 1:2 with two coats of
anticorrossive paint, scaffolding etc. complete.
Spec. No.:BdV.-35 Page No.570
Providing and fixing 100 diameter Cast Iron Soil
pipes with necessary fixtures and fittings such as
bends, tees, single junction, double junction, slotted
vent offests, over mild steel bracket m.s. flat of
40mm.wide and 3mm. thick on walls or laying in the
ground including excavation, filling the trench, filling
joints with cememt mortar 1:2 with two coats of
anticorrossive paint,scaffolding etc.complete.
Spec. No.:BdV.-35 Page No.570
Providing and fixing in position unplasticized poly
venyl chloride (UPVC) ultra voilet rays stabilised
_______ outer diameter rain water pipe conforming
to I.S. 4985 and I.S. 13592, including necessary
fittings, such as UPVC grating, bends, with door,
UPVC clamps, over mild steel bracket m.s. flat of
40mm.wide and 3mm. thick on walls, horse shoes at
bottom, rubber ring and making connections water
tight with solvent cement including making holes in
masonary concrete, redoing the same in cement
mortar 1:3, curing, testing etc. complete.
As directed by Engineer-In-Charge.
Deleted99
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
40
Bd. V. -36
a) 63.50 mm. diameter vent pipe R.M. 146.00 59.00
b) 75 mm.diameter waste water pipe R.M. 163.00 77.00
c) 100 mm. diameter waste water & soil pipe R.M. 202.00 150.00
41
Spec.
a) 75 mm.diameter waste water pipe R.M. 342.00 60.00
b) 90 mm. diameter waste water & soil pipe R.M. 480.00 87.00
42
Spec.
a) 75 mm.diameter No. 51.00 26.00
b) 100 mm. diameter No. 93.00 26.00
Providing and fixing ___ UPVC, Soil vent / waste
SWR pipe conforming to I.S. - 13592, and I.S. -
4985 to withstand continous internal hydraulic
pressure of 4 kg/cm2 including necessary fittings,
such as bends, tees, single junctions, double
junctions and joining with rubber rings and
lubricants, over mild steel bracket m.s. flat of
40mm.wide and 3mm. thick on walls or laying in
ground including necessary excavation, laying,
refilling the trench testing etc. complete.
As directed by Engineer-In-Charge.
Providing and fixing ____ approved asbestos
cement vent / waste water / waste water & soil pipe
with necessary fittings such as bends, tees, single
junction, double junction, slotted vent, offsets, over
mild steel bracket m.s. flat of 40mm.wide and 3mm.
thick on walls,supported on ground floors cement
concrete M-15 block of 0.30m x 0.30m x 0.30m, or
laying in the ground including necessary excavation,
refilling the trenches, filling joints with cement
mortar 1:2, painting with red lead oil base coat and
two coats of anticorrosive paint, testing etc.
complete.
Spec. No.:BdV.-36 Page No.571
Providing and fixing A.C.Slotted Cowl Dome ______
in soil pipe including necessary fitting material /
adhesive etc.complete.
As directed by Engineer-In-Charge.
Deleted
100
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
43
Spec.
a) 75 mm. No. 53.00 21.00
b) 90 mm. No. 74.00 21.00
c) 110 mm. No. 79.00 21.00
44
Bd. V. -41
a) 150 mm.diameter R.M. 419.00 73.00
b) 225 mm. diameter R.M. 458.00 51.00
c) 300 mm. diameter R.M. 587.00 60.00
45
Bd. V. -43
a) 60x45 cm. No. 3824.00 382.00
b) 90x45 cm. No. 4829.00 483.00
46
Bd. V. -44 No. 5686.00 567.00
Providing & fixing in position UPVC, Ultra Voilet
stabilised ______ outer diameter cowl dome
confirming I.S. 4985 including making joints with
solvent / cement etc. complete.
As directed by Engineer-In-Charge.
Providing, laying concrete pipes of I.S.NP.2 class of -
------------ in proper line, level and slope including,
nesessary collars, testing, excavation, laying, fixing
with collars in cement mortar 1:1 and refilling the
trench etc. complete.
Spec. No.:BdV.-41 Page No.573
Providing and constructing Brick Masonry Inspection
chamber _____ and 45 to 90 cm in depth including
1:4:8 cement concrete foundation, 1:2:4 cement
concrete channels, brick masonry, plastering from
inside and outside as required in cement mortar 1:3
and airtight RCC lid with frame fixed in cement
concrete 1:2:4, curing etc. complete.
Spec. No.:BdV.-43 Page No.574
Providing and constructing Brick Masonry
Interseptic Chember 90 cm x 45 cm and 90 cm to
150 cm in depth including 1:4:8 cement concrete
foundation, M-15 cement concrete channels, fixing
salt glazed stoneware intercepting trap with rodding
pipe set in 1:4:8 cement concrete block, brick
masonry plastering inside and outside, airtight C.I.lid
with frame fixed in cement concrete,curing
etc.complete.
Spec. No.:BdV.-44 Page No.575
101
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
47
Bd. V. -38 No. 931.00 53.00
48
Bd. V. -46 No. 1008.00 293.00
49
Bd. V. -12 No. 366.00 33.00
50
Spec. No. 136.00 10.00
51
Spec. No. 136.00 10.00
52
Spec. No. -- --
53
Bd. V. ---- Spec. No. 841.00 59.00
Providing soak pit of size 120 x 120 x 120 cm
including excavating and filling with brick bats.
charcoal as per drawing etc. complete.
Spec. No.:BdV.-46 Page No.576
Providing and fixing chromium plated Peg
Rack____ fixed on 3" x 3/8" varnished teak wood
plate 3'-0" long including fixing teak wood blocks in
masonry etc. complete.
As directed by Engineer-In-Charge.
Providing and fixing 100 mm diameter. Chromium
plated brass shower rose to 15 mm dia. G.I.Pipes
including necessary bends and sockets etc.
complete.
Spec. No.:BdV.-12 Page No.556
Providing and fixing 15 x 10 cm of approved quality
salt glazed stoneware gully trap in cement concrete
1:4:8 outside the building including symet grating in
the sink, connecting glazed stoneware pipe, brick
masonry chamber with R.C.C. lid and Symet grating
for the gully trap, testing etc. complete.
Spec. No.:BdV.-38 Page No.572
Providing and fixing chromium plated aluminium
towel rails 20 dia. and 75 cms long of required
length and approved quality fixed on teak wood
plate 3" x 3/8" including providing teak wood block in
the brick work etc. complete. as directed.
As directed by Engineer-In-Charge.
Providing and fixing chromium plated Towel Rails
75cms. long, 16mm dia. and of approved quality
fixed on chromium plated bracket including
providing teak wood gutties in masonry etc.
complete.
As directed by Engineer-In-Charge.
Providing and fixing 450 x 550 mm size superior
type Belgium mirror with 16mm dia. nickel plated
towel rod etc. complete.
As directed by Engineer-In-Charge.
102
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
54
Bd. V. ---- No. 1047.00 52.00
55
No. 275.00 14.00
56
Spec.
a) Fibre / uPVC No. 898.00 88.00
b) C.I. flushing cistern No. 0.00 0.00
57
Spec.
a) 1.15x0.60 Metre in size No. 697.00 99.00
b) 1.25 Metre diametre No. 924.00 99.00
58
Spec. Litre 9.00 1.00
Providing Mirror of approved Indian quality; copper
plated with 100 mm thick plywood backing and fixed
in the masonry etc. complete as directed.
Spec. As directed by Engineer-in-charge.
Providing and fixing Glass shelf 125 mm wide and
60 cm long with necessary chromium plated
brackets, providing teak wood gutties etc. complete.
Spec. As directed by Engineer-in-charge.
Providing and fixing--------- reinforced cement
concrete cover of approved quality and make,
7.5cm thick over manhole and inspection chamber
including mild steel reinforcement, curing testing
etc. complete.
As directed by Engineer-In-Charge.
Providing hoisting and fixing in position sintex or
equivalent high density polyethylene UV stabilized
conforming to I.S.12701, water storage tank with
necessary connections, testing & all required
accessaries etc. complete. (Prior approval of
sample by Ex. Engineer is necessary before use.)
As directed by Engineer-In-Charge.
Renewing high level 10 litres ___ flushing cistern
(as per IS Std.) of approved quality and make,
including removing the existing tank & disconnecting
& reconnecting to water supply and drainage pipes
and making good the deficiencies etc. complete.
As directed by Engineer-In-Charge.
103
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
59
Spec.
a) up to 5000 litre capacity Litre 2.00 1.00
b) Above 5000 litre capacity Litre 2.50 1.50
60
Spec. No. 1211.00 1056.00
Spec. Cum. 241.00 233.00
61
Bd. V. -45
a) 900 mm.diameter No. 9339.00 455.00
b) 1200 mm. Diameter No. 13896.00 562.00
Add for extra one cubical capacity of Septic tank
above 1.50 Cubic Meter Capacity etc. complete.
As directed by Engineer-In-Charge.
Providing and fixing--------- Hume pipe septic Tank
with pipe and cap including necessary excavation
and laying etc.complete.
Spec. No.:BdV.-45 Page No.575
Conveying, hoisting and fixing the HDPE tanks at
the terrace with all lead and lift and making
necessary connections including fixing ladder as per
Municipal Corporation requirement etc. complete.
As directed by Engineer-In-Charge.
Cleaning the Septic Tank upto 1.50 Cubic Meter
capacity or equivalent etc. complete
As directed by Engineer-In-Charge.
104
Completed Labour
1
Spec. Sq.M. 115.00 14.00
2
Spec. Sq.M. 146.00 14.00
3
Spec.
a ) 12.50 mm thick Sq.M. 250.00 43.00
b) 25 mm thick Sq.M. 431.00 101.00
c) 50 mm thick Sq.M. 719.00 89.00
d) 75 mm thick Sq.M. 1009.00 146.00
4
Spec. Sq.M. 30.00 --
As directed by Engineer-In-Charge.
ANTITERMITE & GENERAL PEST CONTROL
Providing and applying ________ polymer polysafe
plastone or approved polymer based cement mortar
1:3 with river screened sand in all positions by using
approved polymer chemical (as per IS std.)
specifications and finishing the surface smooth,
curing etc. complete as directed.
Bd - W :Miscellaneous
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
As directed by Engineer-In-Charge.
GUNITING
Providing and applying two coat of anticorrosive
polymer "Rust-remover" of approved quality coating
to the steel surface by exposing the reinforcement,
removing dust, only residue and existing paint if any
thorughly and washing the surface with water
etc.complete as directed.
As directed by Engineer-In-Charge.
Providing and applying one coat polymer based
polysafe-plastone bonding chemical to concrete
surface including cleaning the existing surface by
grinding / wire brushing etc. complete as directed.
Providing Pre-constructional Anti termite treatment
by treating the bottom surface and the sides of
excavation in soil with the plinth beams at the rate
of 3 litres of emulsion concentrate of one percent
concentration of chlorpyrifos 20% F.C. (i.e. by
diluting 5 ltr. of chlorpyrifos 20% EC with 95 ltr. of
water) ISI approved conforming as per I.S. 8944 &
I.S. 6313 (Part II 1981) and spraying by high
volume sprayer per square metre surface area with
ten years guarantee bond etc.complete.
As directed by Engineer-In-Charge.
DeletedDeleted
105
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
5
Spec. No. 21.00 --
6
Spec. As directed by Engineer-In-Charge. One
Joint
12.00 --
7
Spec. One
Hole
6.20 --
8
Spec. Sq.M. 5.20 --
Providing exhaustive Anti termite treatment to the
wooden frames by drilling 6 mm holes at four
corners or as directed on one side at downward
angle of 45 degree at junction of wood work and
masonry and in between as instructed by Engineer
as per requirement at the rate of 60 millimeter of
chlorpyrifos 20% EC as per I.S. 6313 (Part III) of
1981 and filling with putty,with two years guarantee
bond etc. complete.
As directed by Engineer-In-Charge.
Providing exhaustive Anti termite treatment to the
wooden beams by injecting antitermite chemical
emulsion at four corners or as directed on one side
at downward angle of 45 degree at wooden joints
and masonry and in between as instructed by
Engineer as per requirement at the rate of 80
millimeter of chlorpyrifos 20% EC as per I.S. 6313
(Part III) of 1981,per joint as per requirement and
filling with putty, with two years guarantee bond etc.
complete.
Providing exhaustive Antitermite treatment to the
sides of flooring by injecting one percent of
chlorpyrifos 20% EC as per IS 6313 (Part III) of
1981at the rate of 50 millimeter per hole of 6 mm
diameter drilled at a distance of 30 cms centre to
centre or more as per requirement and sealing the
same with proper filling, with two years garentee
bond etc. complete.
As directed by Engineer-In-Charge.
Destroying Rats bandicates by putting cakes
granules for destroying sq. Mt. Ratsarranging cages
for catching Rats and destroying collected Rate in
cages alive or dead, disposing them including
throwing at the safe distance, buring etc. complete
as directed.
As directed by Engineer-In-Charge.
106
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
9
Spec. Sq.M. 19.00 --
10
Spec. Sq.M. 10.00 --
11
Spec. Sq.M. 8.50 --
12
Spec. No. 47.00 --
13
Bd. W. -8 Sq.M. 37.00 35.00
DISMANTLING
Dismantling Manglore tiled roof and ridge tiles with
battens, ridge and barge boards, eaves boards etc.
and stacking the materials as directed with all leads
and lifts complete including removing wood work
below etc. complete.
Providing exhaustive Antitermite treatment around
the periphery by excavating trenches of 20 cms.
width and exposing the side of columns and plinth
beams upto a depth of 300 mm by injecting one
percent of chlorpyrifos 20% EC as per I.S. 6313
(Part III) of 1981,at the rate of 2.25 litres per
running metre or more as per requirement with two
years guarantee bond etc.complete.
As directed by Engineer-In-Charge.
Providing general pest control services to the
building to control the nuisance of the
cockcroaches, lizards, bedbugs and other insects
etc. with four operations in a year and monthly
check up etc. complete.
As directed by Engineer-In-Charge.
Providing general pest control services to all size
inspection chambers to control nuisance of the
cockcroaches during the year with monthly check
up etc. complete.
As directed by Engineer-In-Charge.
Providing and applying oil based insecticides
fogging treatment for the purpose to control
cockroaches, bedbugs, mosquitoes,fligment, mots
and malaria typhoid, the rate of pyrethins w/w 2%
dichlorous 75% EC 5% petroleum Didtillate 93%
used for fogging treatment over Garbage
collections,dumping grounds,manure heaps,open
gutter,open latrines night soil pits and cplony
premises for control of house hold insect pests etc
with two operation per month.
As directed by Engineer-In-Charge.
Spec. No.:BdW.-8 Page No.587
107
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
14
Bd. W. -8 Sq.M. 23.00 23.00
15
Bd. W. -8 Sq.M. 10.00 9.00
16
Bd. W. -8 Sq.M. 23.00 23.00
17
Bd. W. -8 M.T. 1157.00 1110.00
18
Bd. W. -8 Sq.M. 18.00 15.00
19
Bd. W. -8 No. 221.00 207.00
20
Bd. W. -8 No. 181.00 166.00
21
Bd. W. -8 No. 156.00 142.00
Dismantling queen post truss from roof and
stacking the materials as directed with all leads and
lifts etc. complete.
Spec. No.:BdW.-8 Page No.587
Dismantling and resetting Manglore tiles from roof
including refixing loose battens etc. complete.
Spec. No.:BdW.-8 Page No.587
Dismantling G.I. and A.C. sheet roof covering and
stacking them as and where directed in the
compound, including scaffolding etc. complete.
Dismantling G.I. and A.C. sheet roofing including
purlins and rafters etc. including sorting out
serviceable and unserviceable material and
stacking the same as and where directed in the
compound, including scaffolding etc. complete.
Spec. No.:BdW.-8 Page No.587
Dismantling R.S. girders of any size and span
lowering the same and stacking neatly wherever
directed in the compound, scaffolding etc. complete
for all height.
Spec. No.:BdW.-8 Page No.587
Dismantling planking from roof or ceiling and
stacking them as directed with all leads and lifts etc.
complete.
Spec. No.:BdW.-8 Page No.587
Dismantling king post truss from roof and stacking
the materials as directed with all leads and lifts etc.
complete.
Spec. No.:BdW.-8 Page No.587
Dismantling other type of truss below 5 meter span
from roof and stacking the materials as directed
with all leads and lifts etc. complete.
Spec. No.:BdW.-8 Page No.587
Spec. No.:BdW.-8 Page No.587
108
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
22
Bd. W. -8 Sq.M. 20.00 19.00
23
Bd. W. -8 Sq.M. 40.00 37.00
24
Bd. W. -8 R.M. 1.51 1.37
25
Bd. W. -8 R.M. 2.86 2.64
26
Bd. W. -8 R.M. 6.00 6.00
27
Bd. W. -8 No. 74.00 68.00
28
Bd. W. -8 No. 26.00 23.00
29
Bd. W. -8 No. 70.00 65.00
30
Bd. W. -8 No. 35.00 31.00
Dismantling flat wooden or A.C. sheet ceiling with
frame work including stacking the materials as
directed with all leads, lifts etc. complete.
Spec. No.:BdW.-8 Page No.587
Dismantling doors and windows shutters without
frame and stacking the materials as directed with all
leads, lifts etc. complete.
Spec. No.:BdW.-8 Page No.587
Dismantling the tiles, battens and dungree cloth,
purlins, rafters, ridges etc. from roof sorting out
serviceable and unserviceable materials and
stacking the same as and where directed in the
compound scaffolding etc. complete.
Spec. No.:BdW.-8 Page No.587
Dismantling battens from roof and stacking them as
directed with all leads and lifts etc. complete.
Spec. No.:BdW.-8 Page No.587
Dismantling purlins from roof including stacking as
directed with all leads, lifts etc. complete.
Spec. No.:BdW.-8 Page No.587
Dismantling rafters from roof including stacking the
materials as directed with all leads, lifts etc.
complete.
Spec. No.:BdW.-8 Page No.587
Dismantling doors and windows with frames and
stacking the materials as directed with all leads, lifts
etc. complete.
Spec. No.:BdW.-8 Page No.587
Dismantling ventilators and small windows with
frame and stacking the materials with all leads, lifts
etc. complete.
Spec. No.:BdW.-8 Page No.587
Dismantling ventilators and small window shutters
without frame and stacking the materials with all
leads, lifts etc. complete.
Spec. No.:BdW.-8 Page No.587
109
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
31
Bd. W. -8 Sq.M. 37.00 31.00
32
Bd. W. -8 Sq.M. 19.00 18.00
33
Bd. W. -8 Sq.M. 14.00 13.00
34
Bd. W. -8 Sq.M. 18.00 14.00
35
Bd. W. -8 Sq.M. 20.00 18.00
36
Bd. W. -8 Sq.M. 19.00 16.00
37
Bd. W. -8 Cu.M. 113.00 104.00
38
Bd. W. -8 Sq.M. 39.00 36.00
Dismantling teak wood panelled / partly / glazed /
veneer partitions carefully without damaging the
frame or panels and stacking the same as and
where directed complete.
Spec. No.:BdW.-8 Page No.587
Dismantling wooden or A.C. partition including
frame work and stacking the materials as directed
with all leads. lifts etc. complete.
Spec. No.:BdW.-8 Page No.587
Dismantling teak wood trellies work with frame
including stacking the materials as directed with
frame, all leads, lifts etc. complete.
Spec. No.:BdW.-8 Page No.587
Dismantling cement or lime plaster including
disposing off the spoils as directed with all leads,
lifts etc. complete.
Spec. No.:BdW.-8 Page No.587
Dismantling cement tiles or marble or polished
shahabad floor or dado without bed concrete
including stacking the materials as directed with all
leads, lifts etc. complete.
Spec. No.:BdW.-8 Page No.587
Dismantling Shahabad or Tandur stones from floor
without bed concrete including stacking the
materials as directed with all leads, lifts etc.
complete.
Spec. No.:BdW.-8 Page No.587
Dismantling brick bat coba including stacking the
spoils as directed with all leads, lifts etc. complete.
Spec. No.:BdW.-8 Page No.587
Dismantling trap stone from floor without bed
concrete including stacking the materials as
directed with all leads, lifts etc. complete.
Spec. No.:BdW.-8 Page No.587
110
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
39
Bd. W. -8 R.M. 2.00 1.65
40
Bd. W. -8 R.M. 6.00 5.00
41
Bd. W. -8 R.M. 6.00 5.00
42
Bd. W. -8 Sq.M. 34.00 25.00
43
Bd. W. -8 Sq.M. 11.00 10.00
44
Bd. W. -8 Sq.M. 7.70 6.60
45
Bd. W. -8 Sq.M. 23.00 21.00
Dismantling wire fencing with iron/cement concrete
fencing posts and stacking the materials as directed
with all leads, lifts etc. complete.
Spec. No.:BdW.-8 Page No.587
Dismantling wire fencing with wooden post and
stacking the materials with all leads, lifts etc.
complete.
Spec. No.:BdW.-8 Page No.587
Dismantling iron pipe railing having wooden R.C.C.
or cement concrete or iron posts and stacking the
materials as directed etc. complete.
Spec. No.:BdW.-8 Page No.587
Removing water proofing treatment such as tarfelt
etc. without causing any damages to structure from
terrace including cleaning, levelling the surface,
lowering down debris, refusal without causing dust
nuisance and stacking the debris upto a distance of
50 m etc. complete.
Spec. No.:BdW.-8 Page No.587
Scraping old paint from steel and other metal
surface with flame, cleaning and making the surface
even and scaffolding etc. complete.
Spec. No.:BdW.-8 Page No.587
Scraping old paint from steel and other metal
surface with hand scrapping, cleaning and making
the surface even and scaffolding etc. complete.
Spec. No.:BdW.-8 Page No.587
Removing existing water proofing treatment from
terrace including I.P.S. / Brick Bat coba 15 to 18 cm
thick without damages to structure, levelling and
cleaning the surface for providing new water
proofing treatment complete as directed etc.
complete.
Spec. No.:BdW.-8 Page No.587
111
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
46
Bd. W. -8 R.M. 5.50 3.30
47
Bd. W. -8 R.M. 6.60 5.50
48
Bd. W. -8 No. 56.00 56.00
49
Spec. No. 91.00 85.00
50
Spec. Cu.M. 90.00 86.00
51
Spec. Cu.M. 90.00 86.00
52
Spec. Cu.M. 308.00 290.00
Dismantling carefully the existing structure of stone
masonary in cement or lime mortar, including
sorting out serviceable materials and stacking the
dismantled material within 50 metre lead neatly as
directed etc. complete.
As directed by Engineer-In-Charge.
Removing earthen stone ware pipes and stacking
them as directed with all leads, lifts complete.
Spec. No.:BdW.-8 Page No.587
Removing cast iron or wrought iron or AC pipe and
stacking them as directed with all leads, lifts etc.
complete.
Spec. No.:BdW.-8 Page No.587
Removing urinal pans or wash hand basins with
frame, including disconnecting the sanitary and
water supply connections, removing the same
carefully and stacking the serviceable materials as
and where directed including throwing the
unserviceable materials out-side. etc. complete.
Spec. No.:BdW.-8 Page No.587
Removing W.C. pans, including disconnecting the
sanitary and water supply connections, removing
and breaking flooring and bed concrete around
pans and removing the pan carefully and throwing
out the refusal out-side etc. complete.
As directed by Engineer-In-Charge.
Dismantling carefully the existing structure of brick
masonary in cement mortar or lime mortar,
including sorting out serviceable materials &
stacking dismantled material within 50 meter lead
as directed etc. complete.
As directed by Engineer-In-Charge.
Dismantling carefully the existing plain concrete,
including stacking the materials neatly within 50
meter lead as directed etc. complete.
As directed by Engineer-In-Charge.
112
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
53
Spec. Cu.M. 399.00 384.00
54
Spec. Sq.M. 25.00 23.00
55
Spec.
Sq.M. 121.00 43.00
Sq.M. 64.00 51.00
56
Spec. Sq.M. 2.60 2.50
57
Bd. W. -8 Sq.M. 8.00 8.00
58
Bd. W. -8 Sq.M. 23.00 21.00
59
Bd. W. -8 No. 23.00 22.00
a) by compressed sand blasting
b) by manually
Dismantling R.C.C. concrete work including
breaking concrete by chiselling, wedging etc.
including cutting the reinforcement, stacking the
serviceable materials and the debris separately
upto a distance of 50 metre or spreading the debris
as directed etc. complete.
As directed by Engineer-In-Charge.
Dismantling wooden floor including beams and
joists, stacking the materials as directed with all
leads, lifts etc. complete.
As directed by Engineer-In-Charge.
Scraping the old surfae with sand paper and
coating it with mixture of whiting or glue and linseed
oil including scaffolding etc. complete.
Spec. No.:BdW.-8 Page No.587
Cleaning steel and concrete surface of columns,
beams, ceilings etc. by compressed sand blasting
including washing with pressured water including
machinery, all lead, labour, scaffolding etc.
complete.
As directed by Engineer-In-Charge.
Scraping out old white wash/colour wash by
brushing and or scraping by sand paper and
preparing the wall surface smooth including
necessary repairs to scratches etc. complete.
As directed by Engineer-In-Charge.
Removing old paint from steel and other metal
surface preparing the surface by solvent degreasing
and derusting by manual scrapping, flame cleaning
and chemical methods, hand scrapping, scaffolding
etc. complete.
Spec. No.:BdW.-8 Page No.587
Cutting holes in brick masonry walls to receive ends
of Girders of any size including scaffolding etc.
complete.
Spec. No.:BdW.-8 Page No.587
113
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
60
Bd. W. -8 No. 35.00 34.00
61
Bd. W. -8 No. 389.00 300.00
62
Bd. W. -8 Cu.M. 144.00 131.00
63
Bd. W. -3 R.M. 665.00 45.00
64
Spec. Sq.M. 1330.00 113.00
Removing and Lowering the roof truss carefully
without damaging the members and stacking as
and where directed in the compound including
scaffolding etc. complete.
Spec. No.:BdW.-8 Page No.587
Cutting holes of any size in stone masonry walls to
receive ends of girders of any size and making
good the damages done including scaffolding etc.
complete.
Spec. No.:BdW.-8 Page No.587
Spec. No.:BdW.-3 Page No.583
Lowering debris of the existing water proofing
treatment from the terrace by any means without
causing dust nuisance and damages to structure,
stacking the same as and where directed including
cleaning the site etc. complete.
Spec. No.:BdW.-8 Page No.587
FENCING WORK
Providing and erecting 1.5 metre high wire fencing
with seven rows of barbed wire supported on mild
steel angles (50 x 50 x 6 mm) at 2.5 metres centre
to centre including excavating pits for foundation,
fixing posts in cement concrete blocks of size 45 x
45 x 45 cm., fastening the wire and painting the
mild steel angles with one coat of red lead primer
and two coats of painting etc. complete.
Providing and erecting chain link fencing 1.6 M.
height with G.I.chain link of size 50 x 50 mm 8
guage thick and fixed 75 mm above Ground level
vertical M.S. Angle of 40 x 40 x 6 mm size
embedded in C.C.M-15 block of size 45 x 45 x 67
cms at 1.75 M. c/c with iron bar 16 mm dia as hold
fast including welding link with angle frame at 30 cm
c/c nuts and bolts and horizontal M.S. angles at top
and bottom of 25 x 25x 5 mm size and vertical M.S.
flat 35 x 5 mm and 25 x 5 mm horizontal including
cross support of 40 x 40 x 6 mm angles both sides
at every corner or bends embedded in C.C.M-15
block of size 45 x 45 x 67 cms including 3 coats of
oil painting etc.complete.
As directed by Engineer-In-Charge.
114
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
65
Bd. W. -6 Sq.M. 2350.00 150.00
66
Bd. W. - Sq.M. 752.00 126.00
67
Bd. W. - Sq.M. 45.00 23.00Spec. No.:BdW.- Page No.
Providing and laying water proofing treatment
to terrace slab with Nnilobit,Dr.fixit or equivalent
mm thick APP modifiedibitumenmembrance
with polyster reinforcement with over lapping of
75 mm along lengthand100 mm along width
including removing the existing tarfelt treatment
particles including applying bitumne based
primer at 0.20 litr/sm andlaying 3 mm thick
APP modified bitumen membrane coating with
torching method and finishing the surface with
heat reflelctive bitumen based silver paint at
0.10 Ltrs/Smt etc complete as per
manufacturer specification and as directed by
the Engineer in charge. ( With 7 years
guarantee period)
Spec. No.:BdW.- Page No.
Filling cracks of external walls including
providing groove by grinder / cutter meking
' V ' knotch appling polymer bonding coat,filling
cracks by polymer morter and finishing neatly
including scaffolding etc. complete and as per
instruction of engineer in charge.
Providing and fixing mild steel grill gate with angle
iron frame 65 x 65 x 10 mm with iron bars at 150
mm etc. centre to centre and diagonal flats as per
the detailed drawing, including hinges, pivot blocks,
locking arrangement, welding, reveting with oil
painting in three coats of approved colour shade
etc. complete. (Weight of gate 35 kg /sq.m.)
Spec. No.:BdW.-6 Page No.585
115
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
68
Spec. Sq.M. 1338.00 47.00
Providing and fixing PVC sheet Wall Paneling of
thickness 5mm consisting of panels having size 1220mm
x 2440 mm stuck on inner frame work of 50mm wide
strips of 5mm thick PVC sheet. The strips should have in
their center a grove of 6mmwidth and 1mm depth for
sinking the head of the screw used to fix the strips to the
wall vertically at an equal interval of 10”between two PVC
strips. The PVC strips shall be fixed to the wall using
65mm long M.S. screws through the groove in the strip by
using PVC fasteners. The distance between two screws
shall not be more than 200mm. A groove of 2mm may be
left at the joint of two panels for aesthetic looks. The
exact size of the panel and correspondingly of the grid
may vary depending on the size of the wall. Optionally a
strips of 5mm thick PVC sheet of width 75mm feathered
at the edges shall be stuck at the places where two
panels are joined, using solvent cement.& As directed by
Engineer-in-charge.
As directed by Engineer-In-Charge.
116
Completed Labour
1
Rd.1.
a) With girths of 30 to 60 cm. No. 481.00 437.00
b) With girths of 60 to 90 cm. No. 594.00 589.00
c) With girths of 90 to 180 cm. No. 755.00 653.00
d) With girths of 180 to 270 cm. No. 826.00 717.00
e) With girths of 270 to 450 cm. No. 897.00 788.00
f) With girths of above 450 cm. No. 955.00 869.00
2
Rd. 2. a) Cu.M. 114.00 104.00
Rd.3 b) hard murum Cu.M. 133.00 116.00
Rd. 4 c) hard murum and boulders Cu.M. 150.00 147.00
3
Rd. 5. a) soft rock Cu.M. 308.00 280.00
Rd.6 b) hard rock by blasting Cu.M. 601.00 454.00
Rd. 7 c) hard rock by wedging chiselling or line drilling Cu.M. 735.00 673.00
Rd. 8 d) laterite rock Cu.M. 319.00 254.00
Rd- ROAD WORK
Rate for 12-13 (in Rs)
earth soil of all sorts sand, gravel or soft
murum
Item No.&
Item code
Excavation for roadways in soft strata such as
______ including dressing section to the required
grade, camber and side slopes and conveying the
excavated materials with all lifts upto a lead of 50 m
and spreading for embankment or stacking,
disposing as directed etc. complete.
Road Earth Work
Description of Items /
Specification No.
Cutting down trees--------- including trunks and
branches and stacking the materials neatly within a
lead of 50m. as directed etc. complete.
Spec. No.:Rd. 1 Page No. 179
Spec. No.:Rd. 5,6,7,8 Page No. 184,185,186.
Excavation for roadways in hard strata such as __ ,
including dressing section to the required grade,
camber and side slopes and conveying the
excavated materials with all lifts upto a lead of 50 m
and spreading for embankment or stacking,
disposing as directed etc. complete.
Unit
Spec. No.:Rd. 2,3,4. Page No. 180,183,184
117
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
4
Rd. 9.
a) in all sorts of Soil Cu.M. 108.00 100.00
b) in Hard murum Cu.M. 133.00 126.00
c) in Hard murum & Boulder Cu.M. 145.00 143.00
d) in Soft rock Cu.M. 189.00 290.00
e) in Hard rock Cu.M. 638.00 532.00
5
Rd. 9. Cu.M. 125.00 114.00
6
Rd.14.
a) lead of 50m Cu.M. 40.00 22.00
b) lead over 50m to 300m Cu.M. 41.00 22.00
c) lead over 300m to 500m. Cu.M. 539.00 22.00
7
Rd.10.
a) static roller Cu.M. 40.00 24.00
b) vibratory roller Cu.M. 52.00 24.00
Watering and compacting of embankment formed of
materials obtained from the road cutting, within a
lead of 50m to 95% of standard proctor density after
laying them in layers of 20 to 30 cm with _____
roller etc. complete.
Excavation for widening of carriageway from 3 to
5.5m / 5.50 to 7.00m width in all sorts of soils
including dressing section to the required grade,
camber and side slopes and conveying the
excavated material with all lift upto a lead of 50m
and spreading for embankment or stacking as
directed etc. complete.
Spec. No.:Rd. 9 Page No. 187
Excavation catch / side water gutters _______ to
the specified section including stacking the
excavated stuff in a regular bund if necessary and
disposing off unsuitable or excess stuff as directed
upto 50 mtr. etc. complete.
Spec. No.:Rd. 9 Page No. 187
Preparing embankment with approved materials
obtained from the cutting within a _____ including
all lifts, laying in layers of 20 to 30cm. thickness,
breaking clods, dressing to the required lines,
curves, grade & section with normal watering and
compaction etc. complete.
Spec. No.:Rd. 14 Page No. 195
Spec. No.:Rd. 10 Page No. 187
118
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
8
Rd.10.
a) static roller Cu.M. 42.00 25.00
b) vibratory roller Cu.M. 52.00 25.00
9
Rd.10. Cu.M. 30.00 23.00
10
Rd.12.
a) 95% of standard proctor density
i) static roller Cu.M. 172.00 116.00
ii) vibratory roller Cu.M. 194.00 116.00
b) 100% of standard proctor density
i) static roller Cu.M. 184.00 116.00
ii) vibratory roller Cu.M. 205.00 116.00
11
Rd.13. Cu.M. 161.00 106.00
Spec. No.:Rd. 12 Page No. 189
Providing earth work in embankment with approved
materials obtained from Departmental land or other
sources specified by Engineer in charge including
all lifts, laying in layers of 20 to 30cm. thickness,
breaking clods, dressing to the required lines,
curves, grade & section, normal watering and
compaction with power roller etc. complete.
Watering and compacting of embankment formed of
materials obtained from the road cutting, within a
lead of 50m, to 100% of standard proctor density
after laying them in layers of 20 to 30 cm with _____
roller etc. complete.
Spec. No.:Rd. 10 Page No. 187
Spec. No.:Rd. 10 Page No. 187
Watering and compacting of embankment formed of
materials obtained from the road cutting/Department
land, within a lead of 50m, with normal watering and
compaction including laying materials in layers of 20
to 30 cm with static roller etc. complete.
Spec. No.:Rd. 13 Page No. 194
Providing earth work in embankment with approved
materials obtained from departmental land or other
sources specified by Engineer-in-charge including
all lifts, laying in layers of 20 to 30cm thickness,
breaking clods, dressing to the required lines,
curves, grade & section, watering and compaction
to ___ with ___ roller etc. complete.
119
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
12
Rd.12.
a) 95% of standard proctor density
i) static roller Cu.M. 185.00 124.00
ii) vibratory roller Cu.M. 166.00 124.00
b) 100% of standard proctor density
i) static roller Cu.M. 187.00 124.00
ii) vibratory roller Cu.M. 166.00 124.00
13
Rd.13. Cu.M. 145.00 109.00
14
Rd.16 Cu.M. -- --
Spec. No.:Rd. 13 Page No. 194
Earth work in embankement with approved
materials obtained from departmental land or other
sources specified by Engineer in charge, including
all lifts and leads laying in layers of 15 to 20 cm
thickness, breaking clods, dressing to the required
lines, curves, grades & section etc. complete
(without watering but possible cmpaction)
Spec. No.:Rd. 16 Page No. 195
Providing earth work in embankment with approved
materials obtained from private land including all lifts
and laying in layers of 20 to 30cm thickness,
breaking clods, dressing to the required lines,
curves, grade & section, watering and compaction
to------- with-------roller etc. complete.
Spec. No.:Rd. 12 Page No. 189
Providing earth work in embankment with approved
materials obtained from private land including all lifts
and laying in layers of 20cm to 30cm. Thickness
breaking clods dressing to the required lines,
curves, grade & section, normal watering and
compaction with power roller etc. complete.
120
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
15
Rd.19.
i) By blasting Cu.M. 433.00 60.00
ii) By Breaking Boulders. Cu.M. 318.00 64.00
16
a) By Blasting (Hand broken)
Rd.19(a). i) 80mm metal Cu.M. 466.00 60.00
Rd.20. ii) 60mm metal Cu.M. 421.00 61.00
Rd.21. iii) 50mm metal Cu.M. 439.00 62.00
Rd.22. iv) 40mm metal Cu.M. 459.00 63.00
v) 80 mm laterite stone metal Cu.M. -- --
vi ) 60 mm laterite stone metal Cu.M. -- --
b) By Breaking boulders (Hand broken)
Rd.19(a). i) 80mm metal Cu.M. 365.00 60.00
Rd.20. ii) 60mm metal Cu.M. 375.00 61.00
Rd.21. iii) 50mm metal Cu.M. 416.00 62.00
Rd.22. iv) 40mm metal Cu.M. 430.00 63.00
17
Rd.23. Cu.M. 147.00 6.60
18
Rd.24. Cu.M. 129.00 6.60
19
Rd.26. Cu.M. 227.00 6.60
Spec. No.:Rd. 19(a),20,21,22 Page No.
199,200,201
Spec. No.:Rd. 24 Page No. 203
Rd- Road W.B.M.Surfacing
Supplying soft murum at the road side, including
conveying and stacking etc. complete.
Supplying gravel at the road side, including
conveying and stacking etc. complete..
Spec. No.:Rd. 26 Page No. 203
Spec. No.:Rd. 19 Page No. 197
Supplying 15 to 23cm. Trap / granite / quartzite /
gneiss / laterite stone rubble at the road side for
soling/metal including conveying & stacking etc.
complete.
Spec. No.:Rd. 23 Page No. 202
Supplying hard murum / kankar at the road side,
including conveying and stacking etc. complete.
Supplying-----trap / granite / quartzite / gneiss /
laterite stone metal at the road side for metal
including conveying & stacking etc. complete.
121
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
20
Rd.27. Cu.M. 95.00 83.00
21
Rd.28,31,36. Cu.M. 29.00 25.00
22
Rd.29,34. Cu.M. 52.00 37.00
23
Rd.32.
i) static roller Sq.M. 14.00 3.30
(II) vibratory roller Sq.M. 18.00 3.30
24
Rd.32.
i) static roller Sq.M. 14.00 3.30
(II) vibratory roller Sq.M. 18.00 3.30
25
Rd.33.
i) on W.B.M. surface Sq.M. 5.50 5.50
ii) on B.T. surface Sq.M. 10.00 10.00
iii) on murum surface Sq.M. 3.40 3.40
26
Rd.35.
i) static roller Sq.M. 13.00 3.30
ii) vibratory roller Sq.M. 15.00 3.30
Spec. No.:Rd. 28,31,36,37 Page No.205, 206,209
Spreading oversize 40mm / 50mm / 60mm / 80mm
metal including sectioning etc. complete.
Laying 15 to 23cm. trap stone rubble soling
including hand packing with rubble chips etc
complete.(excluding cost of materials)
Spreading gravel / hard murum /soft murum & stone
dust over the rubble soling, oversize and size metal
layer / blandage on W.B.M. surface etc. complete.
Spec. No.:Rd. 27 Page No. 204
Spec. No.:Rd. 29,34 Page No. 205,208
Picking the road surface including sectioning etc.
complete.
Spec. No.:Rd.32 Page No.206
Compacting sub grade / gravel / oversize metal
(200mm loose)layer 2 to 7 m wide with _____,
including necessary, labour, materials and artificial
watering etc. complete.
Spec. No.:Rd.35 Page No.209
Spec. No.:Rd.33 Page No. 208
Compacting sub grade / gravel / oversize metal
(200mm loose)layer upto 2.00m. wide with _____,
including necessary, labour, materials and artificial
watering etc. complete.
Compacting the size metal (100 mm loose) layer
2.00 to 7.00 m width with _____ roller, including
necessary labour, materials and artificial watering
etc. complete.
Spec. No.:Rd.32 Page No.206
122
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
27
Rd.35.
i) static roller Sq.M. 13.00 3.30
ii) vibratory roller Sq.M. 15.00 3.30
28
Rd.35.
i) static roller Sq.M. 13.00 3.30
ii) vibratory roller Sq.M. 15.00 3.30
29
Rd.35.
i) static roller Sq.M. 12.00 3.30
ii) vibratory roller Sq.M. 13.00 3.30
As directed
30
Rd.37,39. Cu.M. 22.00 20.00
31
Rd.38.
i) static roller Sq.M. 4.50 2.20
ii) vibratory roller Sq.M. 5.50 2.20
Spreading hard murum / kankar on the road
formation / side width.
Spec. - As directed by Engineer-In-Charge.
Compacting the hard murum / kankar upto 2.00 m
width (200mm loose) with ______ roller including
artificial watering etc. complete.
Spec. No.:Rd.38 Page No.210
Compacting the size metal (100 mm loose) layer
upto 2.00m width with _____ roller, including
necessary labour, materials and artificial watering
etc. complete.
Spec. No.:Rd. 37,39 Page No 209,210
Spec. No.:Rd.35 Page No.209
Compacting the size metal (200 mm loose) layer
upto 2.00 m width with ______ roller, including
necessary labour, materials and artificial watering
etc. complete.
Spec. No.:Rd.35 Page No.209
Compacting the size metal (150 mm loose) layer
2.00m to 7.00m width with ______ roller, including
necessary labour, materials and artificial watering
etc. complete.
Spec. No.:Rd.35 Page No.209
DeletedDeleted
123
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
32
Rd.38.
i) static roller Sq.M. 4.50 2.20
ii) vibratory roller Sq.M. 5.50 2.20
33
Rd.40.
i) static roller Sq.M. 4.50 2.20
ii) vibratory roller Sq.M. 5.50 2.20
34
Rd.41.
a) 40 mm Cu.M. 540.00 48.00
b) 25 mm Cu.M. 593.00 48.00
c) 20 mm Cu.M. 606.00 48.00
d) 12 mm Cu.M. 611.00 48.00
e) 10 mm Cu.M. 611.00 48.00
f) 6 mm Cu.M. 459.00 48.00
35
Rd.41. Cu.M. 249.00 6.30
36
No. 9.45 9.45
37
R.M. 3.30 3.15
Spec. No.:Rd. 41 Page No.215
Refixing the disturbed guard stone in position and in
line with necessary excavation, back filling, ramming
etc. Complete.
Spec. - As directed by Engineer-In-Charge.
Spec. - As directed by Engineer-In-Charge.
Supplying------- crushed metal of trap / granite /
quartzite / gneiss stone aggretage at the road side,
including conveying and stacking etc. complete for
use in bituminous road surface.
Spec. No.:Rd.40 Page No.211
Compacting the hard murum side width, layer wise
on each side with ______ roller including artificial
watering etc. complete.
Compacting the hard murum / kankar 2.00 to 7.00m
width (200mm loose) with _______ roller including
artificial watering etc. complete.
Spec. No.:Rd.41 Page No. 215
Supplying stone dust of trap stone aggregate at the
road side, including conveying and stacking etc.
complete for use in bituminous road surface.
Providing rain cuts over side shoulder and making
arrangement for surface drainage. etc. complete.
Spec. No.:Rd.38 Page No.210
124
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
38
Rd.73.
a) Trap rubble Sq.M. 163.00 39.00
b) Laterite rubble Sq.M. 0.00 0.00
39
Rd.74.
a) Trap rubble Cu.M. 614.00 170.00
3.8 b) Laterite rubble Cu.M. 0.00 0.00
39 (A)
Sq.M. 93.00 14.00
40
Rd.59. Sq.M. 337.00 26.00
41
Rd.43. Sq.M. 26.00 16.00
Providing and laying Shoulder drain of trap rubble of
0.45 X 0.45 m.section of 45 degree angle including
hand packing, filling voids with sand and shingles of
approved quality and ramming ect. Complete as
directed
Spec. - As directed by Engineer-In-Charge.
Spec. No.:Rd.73 Page No.246
Laying 50 mm thick full grout bituminous road
surface including preparing the existing road
surface, laying the required thickness of metal
layers, heating and spraying bitumen, spreading
chips and laying seal coat etc. complete, excluding
cost of stone aggregate, bitumen and compacting
with static roller.(using bulk asphalt) (Controlling
Item)
Spec. No.:Rd.59 Page No.232
Spec. No.:Rd.43 Page No.218
Providing dry Trap rubble stone pitching 23 cm thick
as directed etc. complete.
Providing dry Trap rubble stone masonry with
headers etc. complete.
Spec. No.:Rd.74 Page No.247
Providing 50 mm (about 2") thick full grout
bituminous road surface including supplying all
materials, preparing the existing road surface, laying
the required thickness of metal layer, heating and
spraying bitumen, spreading chips, laying with seal
coat @ 125 Kg/100 square metre and compacting
etc. complete.(with Bulk asphalt 60/70 grade.)
Rd- Road Asphalt Surfacing
125
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
42
Rd.44. Sq.M. 8.00 1.10
43
Rd.62.
i) 60/70 grade of bitumen Sq.M. 158.00 33.00
ii) 30/40 grade of bitumen Sq.M. -- --
44
Rd.49. Sq.M. 19.00 14.00
45
Rd.50. Sq.M. 5.75 1.10
46
Rd.62.
i) 60/70 grade of bitumen Sq.M. 159.00 23.00
ii) 30/40 grade of bitumen Sq.M. -- --
Compacting 50 mm thick full grout surface with
power roller including labour, use of plant etc.
complete (Controlling Item.)
Providing 25 mm thick HMHL bituminous premix
carpet of ---------- including supplying all materials,
preparing and cleaning the base, heating bitumen, ,
mixing hot bitumen and chips in drum mix plant,
laying the carpet layer by paver finisher and
compacting by power roller etc. complete.(using
Bulk Asphalt over B.T. Surface)
Spec. No.:Rd.44 Page No.220
Spec. No.:Rd.50 Page No.226
Providing 25 mm thick premix bituminous carpet of --
-------- including supplying all materials, preparing
and cleaning the base heating bitumen , mixing hot
bitumen and chips, laying the carpet layer and
compacting etc. complete.(using Bulk Asphalt).
Compacting 25 mm thick premix bituminous carpet
with power roller, including labour, use of tool and
plant etc. complete controlling item.
Spec. No.:Rd.62 Page No.233
Spec. No.:Rd.49 Page No.225
Spec. No.:Rd.62 Page No.233
Laying 25 mm. thick premix bituminous carpet
including and cleaning the base, heating bitumen,
mixing bitumen &chips in a bitumen mixer and
laying the carpet layer etc.complete. (excluding cost
of stone aggregate, bitumen and compaction)
126
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
iii) Sq.M. -- --
iv) Sq.M. -- --
v) Sq.M. 178.00 25.00
47
Rd.63.
i) 60/70 grade of bitumen Sq.M. 129.00 23.00
ii) 30/40 grade of bitumen Sq.M. 0.00 0.00
48
Rd.51. Sq.M. 18.00 13.00
49
Rd.52. Sq.M. 4.80 1.10
50
Rd.63.
i) 60/70 grade of bitumen Sq.M. 139.00 24.00
ii) 30/40 grade of bitumen Sq.M. -- --
Laying 20 mm thick bituminous premixed carpet
including preparing and cleaning, mixing chips in a
bitumen mixer and laying the carpet etc. complete
(excluding cost of seal coat / tack coat, stone
aggregate, bitumen and compaction using Bulk
Asphalt)
Spec. No.:Rd.52 Page No.228
Compacting 20 mm thick bituminous premixed
carpet with power roller, including labour, use of tool
and plant etc. complete.
PMB 70 grade of bitumen (prior approval of
superintending Engineer is essential)
NRMB 70 grade of bitumen (prior approval of
superintending Engineer is essential)
CRMB 55 grade of bitumen (prior approval of
superintending Engineer is essential)
Spec. No.:Rd.63 Page No.233
Providing 20 mm thick H.M.H.L.bituminous
premixed carpet of ------including supplying all
materials, preparing and cleaning the base, heating
bitumen, mixing hot bitumen and chips, laying the
carpet layer with / without paver finisher and
compacting etc. complete. (using Bulk Asphalt.)
A) with paver finisher
Spec. No.:Rd.63 Page No.233
Spec. No.:Rd.51 Page No.227
Providing 20 mm thick bituminous premix carpet of --
------ including supplying all materials, preparing
and cleaning the base, heating bitumen mixing hot
bitumen and chips, laying the carpet layer and
compacting etc. complete.(using Bulk Asphalt.)
127
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
iii) Sq.M. -- --
iv) Sq.M. -- --
v) Sq.M. 154.00 24.00
i) 60/70 grade of bitumen Sq.M. -- --
ii) 30/40 grade of bitumen Sq.M. -- --
iii) Sq.M. -- --
iv) Sq.M. -- --
v) Sq.M. -- --
51
Rd.64,
a) Sq.M. 72.00 23.00
b) Sq.M. 103.00 23.00
52
Rd.53 Sq.M. 12.00 9.90
53
Rd.54 Sq.M. 4.40 1.10
B) without paver finisher
NRMB 70 grade of bitumen (prior approval of
superintending Engineer is essential)
NRMB 70 grade of bitumen (prior approval of
superintending Engineer is essential)
CRMB 55 grade of bitumen (prior approval of
superintending Engineer is essential)
Spec. No.:Rd.54 Page No. 229
Over W.B.M. surface (bitumen @ rate of 1.80
kg / square metre.)
Over B.T. surface (bitumen @ rate of 1.00 kg
/ square metre.)
Laying single coat surface dressing including
cleaning the road surface heating and applying
bitumen to the road surface spreading chips etc.
complete,excluding cost of rolling (using bulk
asphalt).
Spec. No.:Rd.53 Page No. 228
Spec. No.:Rd.64Page No.233,MoRT&H,cl.508
Providing single coat surface dressing on _______
road surface including supplying all
materials,cleaning the road surface, heating and
applying bitumen,spreading chips, use of tools,
plant and equipments and rolling with static roller
etc.complete. (using bulk asphalt 60/70 grade)
PMB 70 grade of bitumen (prior approval of
superintending Engineer is essential)
PMB 70 grade of bitumen (prior approval of
superintending Engineer is essential)
CRMB 55 grade of bitumen (prior approval of
superintending Engineer is essential)
Rolling the single coat bituminous surface dressing
of road with static roller including labour etc.
complete.
128
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
54
Rd.65 Sq.M. 177.00 23.00
55
Rd.55 Sq.M. 14.00 12.00
56
Rd.56 Sq.M. 6.00 1.10
57
Rd.66 Sq.M. 62.00 9.90
58
Rd.57 Sq.M. 9.00 7.00
59
Rd.58 Sq.M. 3.96 0.60
Laying two coat bituminous surface dressing
including cleaning the road surface, heating and
applying bitumen to the road surface and spreading
chips etc. complete. (excluding cost of stone chips
and bitumen & Rolling).
Spec. No.:Rd.58 Page No. 232
Spec. No.:Rd.55 Page No. 230
Providing two coat Bitumen surface dressing
including supplying all materials,including all
leads,cleaning the road surface,spreading chips and
rolling etc.complete. (using bulk asphalt 60/70 grade
@ rate of 2.80 kg./ square meter.)
Rolling two coat bituminous surface dressing with a
power roller including labour use of plant etc.
complete (controlling item)
Providing bituminous Liquid seal coat to B.T.
surface including, supplying all materials with all
leads, preparing existing road surface, heating &
applying bitumen, spreading chips, rolling etc.
complete. (using bulk asphalt 60/70 grade @ rate of
0.98 kg / square metre)
Spec. No.:Rd.66 Page No. 233 MoRT&H Cl
Laying bituminous liquid seal coat to black top
surface including preparing the existing road
surface, heating and applying bitumen and
spreading chips etc.complete excluding cost of
stone chips bitumen and rolling. (using bulk
asphalt).
Spec. No.:Rd.56 Page No. 231
Spec. No.:Rd.57 Page No. 231
Spec. No.:Rd.64Page No.233, MoRT&H,
cl.508/2001.
Rolling the bituminous liquid seal coat with a power
roller including labour, use of plant etc. complete.
129
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
60
a) Sq.M. 27.00 7.35
b) Sq.M. 53.00 9.45
61
a) 75mm thick
i) Power Roller Sq.M. 215.00 33.00
ii) with vibratory roller Sq.M. 228.00 33.00
b) 50mm
i) Power Roller Sq.M. 178.00 35.00
ii) vibratory roller Sq.M. 182.00 35.00
a)
i) Power Roller Sq.M. 230.00 36.00
ii) with vibratory roller Sq.M. 250.00 36.00
b) 50mm
i) Power Roller Sq.M. 194.00 33.00
ii) vibratory roller Sq.M. 203.00 33.00
Spec. - As directed by Engineer-In-Charge.
@ 100 Kg/100 m2 over W.B.M. surface
Spec. No.:MoRT&H cl.503/2001
Providing and laying Modified Penetration
Macadam road surface for compected thichness of
50 mm supplying all materials, preparing the
existing road surface, to recive the MPM course
i.e.cleaining Existing WBM surface, spreading of 40
mm size metal layer in required thickness with
compaction with power roller heating and Spraying
bitumen with sprayer,spreading key aggreagates
(12 mm chips) and final compation with power roller
etc.complete.( using 60/70 grade of bitumen )
coat @ 50 kg./ 100 Sqm,
A) On W.B.M.surface including picking
the existing surface,
B) on B.T.surface including tack
75 mm thick
@ 50 Kg/100 m2 over B.T.surface
Providing and laying bituminous tack coat, @..........
by manual/mechanical sprayer including supplying
all materials,preparing the existing surface, heating
bitumen and applying tack coat evenly on the
surface etc. complete. (using 60/70 grade)
130
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
62
A)
a) static roller
i) 60/70 grade of bitumen Cu.M. 5125.00 68.00
ii) 30/40 grade of bitumen Cu.M. -- --
b) vibratory roller
i) 60/70 grade of bitumen Cu.M. 5178.00 60.00
ii) 30/40 grade of bitumen Cu.M. -- --
B)
a) static roller
i) 60/70 grade of bitumen Cu.M. 5569.00 60.00
ii) 30/40 grade of bitumen Cu.M. -- --
b) vibratory roller
i) 60/70 grade of bitumen Cu.M. 5622.00 60.00
ii) 30/40 grade of bitumen Cu.M. -- --
C)
a) static roller
i) 60/70 grade of bitumen Cu.M. -- --
ii) 30/40 grade of bitumen Cu.M. -- --
b) vibratory roller
i) 60/70 grade of bitumen Cu.M. -- --
ii) 30/40 grade of bitumen Cu.M. -- --
Providing and laying hot mix hot laid bituminous
macadam 50/75 mm average thickness with---
bitumen by weight of total mix for levelling course to
remove irregularities / Base course including
diversion of traffic supply of all materials, heating
bitumen and chips in drum mix plant, cleaning the
road surface, laying bituminous macadam by paver
finisherr including compacting with ____ roller
transportation and cost of all materials, bitumen
from refinery etc. complete. (excluding tack coat).
Spec. No.:MoRT&H cl.504/2001
2.5% Levelling course
3% Base course
3.3% Base course
131
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
63
MoRT&H-803
a) Yellow R.M. 101.00 3.30
b) White R.M. 106.00 3.30
64
MoRT&H-803
a) Yellow Sqm 1016.00 3.00
b) White Sqm 1064.00 2.20
65
MoRT&H-803
R.M. 7.50 3.60
R.M. 6.00 3.60
66
MoRT&H-803
Sq.M. 106.05 42.00
Sq.M. 56.00 29.00
Spec-No.-MoRT&H-803.
Providing and laying of hot applied thermoplastic
compound 3.00 mm thick Yellow / White including
reflectorising glass beads @250 gms.per sqm
area,thickness of 3.00mm is exclusive of surface
applied glass beads as per IRC:35. The finished
surface to be level,uniform and free from streaks
and holes etc.complete with 3 years guarantee.
Providing and laying of hot applied Yellow / White
thermoplastic compound 3.00 mm thick, traffic lane
edge/centre lines strips 10cm. wide, including
reflectorising glass beads @250 gms.per sqm
area,thickness of 3.00 mm is exclusive of surface
applied glass beads as per IRC:35. The finished
surface to be level,uniform and free from streaks
and holes etc.complete with 3 years guarantee.
Spec-No.-MoRT&H-803.
Providing and painting centre line, dashes, arrows
etc.in two coats on new / old work with ready
mixedroad marking paint conforming to IS:164 on
bituminous surface, including cleaning the surface
of all dirt,dust and other forein matter, demarcation
at site and traffic control involved etc. complete. (10
cm in width)
Spec-No.-MoRT&H-803.
b) old
a) new
b) old
a) new
Providing and painting Zebra painting of pedestrain
crossing on the carriageway with approved road
marking paint in two coats etc. complete.(over
10cm.wide patta)
Spec-No.-MoRT&H-803.
Rd. Road Painting
132
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
67
No. 254.00 53.00
68
No. 187.00 49.00
69
No. 80.00 33.00
70
No. 39.00 15.00
71
i) For lettering upto 5 cm. height - No. 3.60 1.10
ii) For lettering 5 to 7.5 cm. height - No. 4.50 1.10
iii) For lettering 7.5 to 10 cm. height - No. 6.00 1.10
iv) For lettering 10 to 12.50 cm. height - No. 6.00 1.10
v) For plain surface. Sq.M. 52.00 12.00
72
Sq.M. 16.00 12.00
73
Sq.M. 15.00 5.50
74
No. 7.70 3.30
Painting 5th K.M. stone with approved enamel paint
in two coats and lettering including cleaning surface
etc. complete.
Spec. - As directed by Engineer-In-Charge.
Providing white washing the parapets of bridges,
culverts and parapet and two coats of approved
colour washing etc. complete.
Painting Ordinary K.M. stone with approved enamel
paint in two coats and lettering including cleaning
surface etc. complete.
Providing oil painting to the plain surface of cement
plaster, wooden planks, steel sheets etc. complete
in two coats with superior grade oil paints. Rate for
Painting the letters as under-
Spec. - As directed by Engineer-In-Charge.
Spec. - As directed by Engineer-In-Charge.
Painting Boundary stones with approved enamel
paint in two coats and lettering including cleaning
surface etc. complete.
Spec. - As directed by Engineer-In-Charge.
Painting Two Hundred Meter stone with approved
enamel paint in two coats and lettering including
cleaning surface etc. complete.
Providing white washing the guard stone and two
coats of approved colour washing etc. complete.
Spec. - As directed by Engineer-In-Charge.
Spec. - As directed by Engineer-In-Charge.
Spec. - As directed by Engineer-In-Charge.
Providing and colour washing to road side trees in 2
coats in 2 bands of white and one red band at
centre of 30cm height each including preparing the
surface, cost of material, conveying etc. complete.
Spec. - As directed by Engineer-In-Charge.
133
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
75
Cu.M. 433.00 304.00
76
Sq.M. 8.80 8.80
77
Rd. 69. No. 2496.00 513.00
78
Rd. 69. No. 1612.00 330.00
79
Rd. 69. No. 676.00 81.00
80
Rd. 70. No. 442.00 81.00
81
Rd. 70. No. 300.00 61.00Spec. No.:Rd.70 Page No. 244
Spec. No.:Rd.69 P- 243 & MoRT&H-804
Providing R.C.C.(M-15) ordinary kilometre stone of
standard design as per IRC:8-1980, fixing in
c.c.M15, including painting and printing etc.
complete.
Providing R.C.C.(M-15) 200 metre stone of standard
design as per IRC:8-1980, fixing in c.c.M15,
including painting and printing etc. complete.
Providing R.C.C.(M-15) 5th kilometre stone of
standard design as per IRC:8-1980,fixing in
c.c.M15, including painting and printing
etc.complete.
Spec. - As directed by Engineer-In-Charge.
Breaking and removing the existing cement
concrete pavement to full width, depth including
lean concrete, cutting dowel bars, breaking the
removed cement concrete slab pieces into 50 to 80
mm size, spreading the layer, watering and
consolidation with power roller etc. complete. (IInd
layer not to be more than 75mm)
Rd- Road Furniture
Dressing of side shoulder including excavation,
cutting shrubs and bushes, spreading the excavated
stuff and section in to the required line, level and
slope etc. complete.
Spec. - As directed by Engineer-In-Charge.
Spec. No.:Rd.69 P- 243 & MoRT&H-804
Spec. No.:Rd.70 P- 244 & MoRT&H-806.
Providing R.C.C.(M-15) Boundary stone of standard
design as per IRC:25-1967, fixing in c.c.M15,
including finishing and lettering but excluding
painting etc.complete.
Providing and fixing M-15 R.C.C.Guard stone of 20
x 20 x 75 cms including fixing in ground and white
washing etc. Complete.
Spec. No.:Rd.69 P- 243 & MoRT&H-804
134
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
82
a)
i) of size 90 cms.equilateral triangle No. 4620.00 126.00
ii) of size 60 cms.equilateral triangle No. 4427.00 126.00
b)
i) of size 90 cms.diametre No. 5692.00 332.00
ii) of size 60 cms.diametre No. 4367.00 332.00
83
Sq.M. 8835.00 594.00
Providing and fixing ______ & out of 16 guage (1.6
mm) thick mild sheet painted with one coat of zinc
chromate stoveing primer and two coats at white
stove enamel paint and red border on front side and
gray store enamel on backside symbols with cut out
of red retro reflective sheeting of engineering grade,
including one M.S angle post size 65 x 65 x 6.5mm,
& 3.85 meter long, duly painted with synthetic
enamel, alternate black and white bands of 25 mm
of width including G.I.fixtures etc. and fixing the
boards in 1:4:8 concrete block of size 60 x 60 x 75
cms including transportation etc.complete.
Providing and fixing informatory sign boards in
square and rectangular shape of any size made out
of 16 Gauge (1.6mm) thick Mild Steel sheet painted
with one coat of zinc chromate stoveing primer and
two coats of green stove enamel paint on front side
and grey stove enamel on back side and border
message/symbols etc. with cutout of white retro
reflective sheeting of engineering grade, including
M.S. angle frame of size 35 x 35 x 3 MM and two
M.S. angle iron post of size 65 x 65 x6MM , 3.65
metre long properly crossed brace with angle iron of
size 50 x 50 x 5MM duly painted with alternate black
and white bands of 25cm width including
G.I.fixtures, fixing the board in 1:4:8 concrete block
of size 60 x 60 x 75 cm including tranportation
etc.complete. (The work to be executed with prior
approval of Superintending Engineer.)
IRC-67of 2001
cautionary/warning sign boards
IRC-67of 2001
mandatory/regulatory sign boards
135
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
84
i) Size 90 cm Triangle No. 4257.00 332.00
ii) Size 60 cm Triangle No. 3738.00 332.00
85
No. 8224.00 --
No. 9944.00 --
No. 10671.00 --
No. 12460.00 --
No. 7933.00 --
No. 8107.00 --
IRC-67of 2001
A) Providing and fixing with apex point upward
prepared on fibre reinforced plate 3.0 milimetre thick
bonded with white retroreflective sheeting on
Engineering grade having pressure sensitive/heat
activated adhesive retoreflective white back ground
and red border and back side gray, retroreflective
symbols, letters, numerals, arrows, one M.S.angle
post of 65 x 65 x 6 milimetre size and 3.65 metre
long, inflated bottom and drilled on top,and painting
posts with white & black border of 25
centimetres,fitting board to post with 2 numbers of
strong G.I.bolts and nuts including transportation &
fixing in p.c.c.1:4:8 etc. complete. (The work to be
executed with prior approval of Superintending
Engineer.)
IRC-67of 2001
(ii) High intenc ity grade
(ii) High intencity grade
c) (i) Prohibitory sign boards having size 60cm. Circular
(ii) High intencity grade
a) (i)Cautionary sign boards 90cm.equilateral triangle
b) (i) Informatory sign boards of size 60x80 cm.
Providing and fixing Cautionary warning sign board
having shape of equilateral triangle of 90/60 cm size
made out of 16 Gauge (1.6mm) thick Aluminium
sheet painted with one coat of zinc chromate
stoveing primer and two coats of white stove
enamel paint & red border on front side and grey
stove enamel on back side symbol with cutout of red
retro reflective sheeting of engineering grade,
including one M.S. angle post of size 65 x 65 x 6
MM, 3.65 M long duly painted with synthetic enamel
paint alternate black and white band of 25 cm of
including G.I.fixtures,fixing the board in 1:4:8
concrete block of size 60 x 60 x 75 cm including
tranportation etc.complete. (The work to be
executed with prior approval of Superintending
Engineer.)
136
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
86
i) a) Board size 1.20 x 0.90 metre. No. 19778.00 --
b) High intensity grade No. 22602.00 --
ii) a) Board size 1.80 x 0.90 metre. No. 42272.00 --
b) High intensity grade No. 49878.00 --
87
MoRT&H-401 Cum. 31.00 10.00Spec. As directed by Engineer-in-charge.
Rd -Road Miscellaneus Work
Providing earthwork in embankment with fly ash
available at factory site upto lead of 50m including
all lifts, laying in layers of 20cm. to 30cm. thick
breaking clods, dressing to the required lines,
curves, grade & section, watering & compacting with
power rollor to achieve dry density 1.43 gm /cc with
OMC of 18.50 % as per direction of Engg. in
charge.
IRC-67of 2001
Providing & fixing Road junction / Information sign
boards of size _____ prepared fibre reinforced plate
4.0 milimetre thick on frame of 40 x 40 mm angle
with support of 40 mm m.s. patti of 6.00 mm thick
for strengthening including bonded with blue
retroreflective sheeting of Engineering grade having
preasure sensitive/heat activated adhesive
retroreflective with as per directed colour with
retroreflective symbols, letter, numbers, arrows with
two m.s. angle post of 65 x 65 x 6 mm size and 3.65
metre long in one pieces with out joint inflow at
bottom and drilled on top with bracing of 40 x 40 x 5
mm m.s. angle and painting with white and black
border of 25 mm., fixing boards on post with
including transporation fixing in 1:4:8 cement
concrete block of 60 x 60 x 75 cm. size at site etc.
complete. (The work to be executed with prior
approval of Superintending Engineer.)
137
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
88
MoRT&H-401 Cum. -- --
89
MoRT&H-601 Cum. 3160.00 469.00
Providing and laying in situ Dry lean cement
concrete sub-base of trap metal of specified
gradation using ,mixing as per approved design mix,
compacting with vibratory roller of minimum 80-
100KN static weight to give desired compacted
density,providing construction joints,and curing with
liquid curing compound and sprikling water, and
covering with moist hessain or ponding of water for
7days including all materials,labour,machinery with
all leads and lifts,bailing out water manually,and
formwork etc complete.
Providing and laying granular subbase (GSB) of
compacted thickness of 150mm in two layers, each
layer not exceeding 75mm compacted thickness
with specified graded gravel in subbase course,
including conveying all material, labour, machineryl
to the site of work,spreading specified graded gravel
in uniform layers on prepared surface,watering and
compacting with static and vibratory roller
etc.complete.
Spec-No. - As directed by Engineer-in-charge.
Spec. M.O.R.T.& H. 601
138
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
90
MoRT&H-602
Cum. 5708.00 651.00
Cum. 4945.00 651.00
91
I) Using Concrete Mixer
Cu.M. 4320.00 459.00
Cu.M. 4627.00 459.00
Cu.M. 4810.00 459.00
Cu.M. 4933.00 459.00
c) M-30
d) M-35
Spec. - As directed by Engineer-In-Charge.
b) with flyash.
Providing and laying in situ cement concrete road
pavement of -----grade,including supplying all
materials, providing steel form work, compaction by
plate vibrator, providing joints at every thirty meters
internal and filling the joints with bitumen,curing
etc.complete. (Excluding cost of reinforcement)
(Newly laid concrete shall be covered by gunny
bag/plastic sheet/tarpaulin etc. for curing period
complete.)
Spec. - As directed by Engineer-In-Charge.
a) M-20
b) M-25
Providing and laying Pavement Quality Concrete of
M-20 grade (cast in situ) of trap metal including
providing 125 micron thick impermeable plastic
sheet membrane over the surface to be
covered,coarse and fine aggregates of specified
gradation using minimum cement content of 350
kg/cum., approved admixtures, mixing as per the
design mix to the specified workability, providing
necessary side forms, rails and guidewires,
transporting the mix with transit mixers and laying
and spreading within fixed form by mechanical
auger and compacting with plate vibrator and
minimum ten needle vibrators curing with approved
resin based aluminised reflective curing compound
and covering with moist hessian or ponding and
sprinkling of water for a minimum period of 14 days,
fixing dowels, tie-bars, cutting joints, joint-fillers,
sealants and all types of joints and finishing to the
desired surface texture including all material, labour,
machinery with all leads and lifts etc complete.(Prior
permission of S.E. is essential )
a) without flyash.
Spec. As directed by Engineer-in-charge.
Deleted
139
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
Cu.M. 4472.00 56.00
Cu.M. 4780.00 56.00
Cu.M. 4909.00 56.00
Cu.M. 4965.00 56.00
92
MoRT&H-601 Cum. -- --
93
MoRT&H-601 Sq.M. 450.00 --
Providing and laying a layer of three dimensional
cellular confinement system, "StrataWeb" GEOCELL,
made of ultrasonically-welded HDPE strips, which
acts as a subgrade/subbase improving
reinforcement mat for road pavements (Weld
distance of each cell=356mm,Depth of
cell=150mm.)
Spec. As directed by Engineer-in-charge.
c) M-30
d) M-35
II) Using Batching plant,transit mixer
and concrete pump.(RMC)
a) M-20
b) M-25
Spec. As directed by Engineer-in-charge.
Providing coursed laterite stone masonry using all
stones of full height in each course of laterite stones
in cement morter 1:6 for retaining walls including
striking out joints racking out joints watering etc.
complete.
140
Completed Labour
Br - FOUNDATION
1 Dismentling carefully the old structure ----------
----------- including cutting reinforcement steel
bars, sorting out serviceable materials and
stacking, disposing off unserviceable material,
upto lead of 50m etc. Complete.
BR-2 Spec. No. BR-2 Page No.100
a) Reinforced Cement Concrete Cu.M. 395.00 323.00
b) Plain Cement Concrete Cu.M. 335.00 271.00
c) Stone Masonry in Lime or Cement Morter Cu.M. 320.00 297.00
d) R.C.C.pipe drain,only pipes.up to 900 mm.
Dia.
R.M. 131.00 123.00
e) R.C.C.pipe drain,only pipes. 900mm.to
1200mm. Dia.
R.M. 262.00 248.00
2 Excavation for foundation ----------- including
shoring and strutting as necessary and
disposing off excavated stuff excluding
dewatering if seperately provided,as directed
etc. complete (for depth upto 1.50 M.)
BR-3 Spec. No. BR-3 Page No.102
a) earth, soils of all types, sand gravel Cu.M. 122.00 109.00
b) hard murum Cu.M. 139.00 131.00
c) hard murum & boulders Cu.M. 154.00 149.00
d) In Soft rock Cu.M. 320.00 300.00
e) In Hard rock by blasting Cu.M. 537.00 484.00
f) Hard rock by Chiselling & Wedging. Cu.M. 787.00 691.00
BRIDGE WORKS.
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
141
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
3(A) Dewatering for ---(a/b/c/d/e)--- in---(i/ii/iii)---
including diversion of stream providing
cofferdam, bunds etc. as may be necessary
for foundation and other parts of work and
bailing out and / or pumping out water below
the actual initial natural water level during
execution of all items of construction as
required (from start of that particular
component till completion of bridge) including
all leads and lifts etc. Complete Note: All
items of construction i.e.excavation, bedding,
(soling & PCC ) and concreting of that
structure upto natural water level.
BR-4 Spec. No. BR-4 Page No.103
( i ) other soil
a) Abutment Cu.M. 129.00 30.00
b) Returns Cu.M. 52.00 30.00
c) Piers Cu.M. 194.00 30.00
d) Raft, Cut of Walls Cu.M. 159.00 30.00
e) Toe Wall, Apron Cu.M. 59.00 30.00
(ii) Sandy soil
a) Abutment Cu.M. 192.00 30.00
b) Returns Cu.M. 88.00 30.00
c) Piers Cu.M. 299.00 30.00
d) Raft, Cut of Walls Cu.M. 234.00 30.00
e) Toe Wall, Apron Cu.M. 108.00 30.00
(iii) Perennial River or Stream
a) Abutment Cu.M. 366.00 30.00
b) Returns Cu.M. 166.00 30.00
c) Piers Cu.M. 625.00 30.00
d) Raft, Cut of Walls Cu.M. 657.00 30.00
e) Toe Wall, Apron Cu.M. 294.00 30.00
142
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
3(B) Dewatering on BHP basis by using water
pump---i/ii/iii---including diversion of streams,
providing earthen bunds coffer dam etc. as
may be necessary for foundation and other
parts of the work and bailing out and pumping
out water, during and after excavation as
required (The item include dewatering for
excavation upto foundation level, filling
foundation and sub structure masonry above
water level)( Prior approval of S.E.is
necessary )
BR-4 Spec. No. BR-4 Page No.104-105
( i )By using 3 Horse power pump. Hour 66.00 50.00
( ii )By using 5 to 9 Horse power pump. Hour 85.00 50.00
( iii )By using 10 to 19 Horse power pump. Hour 108.00 50.00
4 i)Providing & laying in situ-------cement
concrete of trap/granite/quartzite/gneiss metal
in foundation including necessary bailing out
water, compacting and curing (excluding
dewatering by pump).
BR-5 Spec. No. BR-5 Page No.105 & MoRT&H-
cl.1500,1700 & 2100
Span length less than 30 mtr.
A) excluding form work
a) PCCM-10 Cu.M. 3322.00 287.00
b) PCCM-15 Cu.M. 3776.00 393.00
c) PCCM-25 Cu.M. 4700.00 393.00
d) PCCM-30 Cu.M. 4742.00 393.00
B) including form work
Using Concrete Mixer
Span length less than 30 mtr.
a) PCCM-10 Cu.M. 3282.00 292.00
b) PCCM-15 Cu.M. 3815.00 393.00
Span length more than 30 mtr.
c) PCCM-25 Cu.M. 4772.00 393.00
d) PCCM-30 Cu.M. 4816.00 393.00
Deleted
143
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
II) Using Batching plant,transit mixer and
concrete pump.(RMC)
Span length more than 30 mtr.
a)PCCM-25 Cu.M. 3638.00 48.00
b)PCCM-30 Cu.M. 4043.00 34.00
5 Providing uncoursed rubble trap / graninte /
quartize / gneiss stone masonry in cement
mortar 1:5 for foundation of piers, abutments,
wings etc complete including bailing out water
striking joints and watering complete.
BR-6 Spec. No. BR-6 Page No.107 Cu.M. 2463.00 702.00
6 Providing & laying in situ ------------ controlled
reinforced cement concrete of trap metal for
raft slab including "V" haunches, formwork,
scaffolding, compaction by vibrating, finishing
curing etc. complete. (excluding
reinforcement).
BR-5 Spec. No. BR-5 Page No.105 & MoRT&H
cl.1500,1700&2100
Span length less than 30 mtr.
a)RCCM-20 Cu.M. 4899.00 335.00
b)RCCM-25 Cu.M. 5019.00 335.00
Span length more than 30 mtr.
c)RCCM-30 Cu.M. 5043.00 335.00
d)RCCM-35 Cu.M. 5061.00 335.00
7 Prividing and fixing pressure relief pipes of
100 mm diametre of _______ as per drawing
for R.C.C Raft, galaries etc complete.
Spec. As directed by Engineer-In-Charge.
a) AC R.M. 108.00 52.00
b) PVC R.M. 108.00 52.00
144
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
8 Providing and laying in situ controlled cement
concrete------- grade of trap metal for
annular filling around abutment piers for
foundation including necessary bailing out
water, compacting, curing etc. complete
(excluding dewatering by pump & formwork)
BR-5 Spec. No. BR-5 Page No.105,MoRT&H-
1500,1700&2100
Span length less than 30 mtr.
a)PCCM-10 Cu.M. 3290.00 287.00
b)PCCM-15 Cu.M. 3776.00 393.00
Span length more than 30 mtr.
c)PCCM-25 Cu.M. 4700.00 393.00
d)PCCM-30 Cu.M. 4742.00 393.00
9 Providing Island for ------------------- laying
steel curbs for cutting edge of wells for depth
upto 3 m for standing water including
supplying earth / murum/ within 50 m head
lead in river / creek including necessary
caging for protection etc complete.
Spec.No. MoRT&H-1200
a) 4 M dia well No. 45492.00 10377.00
b) 6 M dia well No. 59812.00 10377.00
c) 8 M dia well No. 83869.00 10377.00
d) 10 M dia well No. 105480.00 10377.00
10 Providing fabricating, launching, floating and
grounding in position steel curbs for wells with
necessary steel bracings and steel cutting
edges as shown in the detailed drawings etc.
Complete as directed by Engineer in charge.
BR-8 Spec. No. BR-8 Page No.108 M.T. 67165.00 7967.00
11 Providing fabricating and setting out mild steel
cutting edges for reinforced cement concrete
well curbs as shown on the detailed drawings
etc. Complete
Spec. No. As directed by Engineer in charge M.T. 62230.00 3460.00
145
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
12 Providing steel anchor dowell at base of the
well including drilling holes up to 2.50m.depth
in rock placing the dowells in position and
effectively grouting the holes (4no.of
32mm.dia.steel rod of 4 m. each ) etc.
complete
BR-16 Spec. No. BR-16 Page No.120 No. 5455.00 435.00
13 Providing steel anchor dowell bar including
drilling holes of 75mm dia. (one no.) in rock
placing the dowell in position and effectively
grouting the hole 32 mm dia anchor steel rod
including taking out the removable M.S. Pipe
etc. complete.
Spec. - As directed by Engineer-In-Charge. R.M. 1232.00 81.00
14 Providing steel anchor dowell bars including
drilling holes of 75mm dia. (one no) in rock
placing the dowell in position and effectively
grouting the hole 32mm dia.anchor steel rod
with M.S. Pipe left inside etc. complete.
BR-16 Spec. - As directed by Engineer-In-Charge. R.M. 1518.00 77.00
15 Providing steel anchor dowells through
steining of the well, at the base of the well in
position and including drilling holes upto 2.5
mt. depth in rock effectively grouting the holes
(4 no.of 32 mm diameter steel bar 4 m each)
etc.complete
BR-16 Spec. No. BR-16 Page No.120 No. 7292.00 1034.00
16 Providing and laying in situ cement concrete
grade -------- of trap metal in the hollow of the
steel curb including compaction by vibrating &
curing etc. complete.
BR-9 Spec. No. BR-9 Page No.109
a)PCC M-10 Cu.M. 3188.00 514.00
b)PCC M-15 Cu.M. 3575.00 514.00
c)PCC M-20 Cu.M. 3720.00 514.00
146
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
17 Providing & laying in -------- of trap / granite /
quartzite / gneiss metal for R.C.C.well curbs
including necessary compacting by
vibrating,finishing and curing etc. complete.
(excluding reinforcement and including
shuttering)
BR-12 Spec. No. BR-12 Page No.112,MoRT&H-
1200,1500&1700
I) Using Concrete Mixer
Span length less than 30 mtr.
a)RCCM-20 Cu.M. 4782.00 336.00
b)RCCM-25 Cu.M. 5179.00 336.00
Span length more than 30 mtr.
c)RCCM-30 Cu.M. 5376.00 336.00
d)RCCM-35 Cu.M. 5570.00 336.00
II) Using Batching plant,transit mixer and
concrete pump.(RMC)
Span length less than 30 mtr.
a)RCCM-20 Cu.M. 4928.00 38.00
b)RCCM-25 Cu.M. 5326.00 40.00
Span length more than 30 mtr.
c)RCCM-30 Cu.M. 5522.00 40.00
d)RCCM-35 Cu.M. 5746.00 40.00
18 Providing and laying in situ cement concrete---
----trap / granite/quartzite/gneiss metal in well
steining including shuttering compacting by
vibrating, rodding finishing and curing etc.
complete (excluding reinforcement)
BR-13 Spec. No. BR-13 Page No.112,MoRT&H-
1200,1500&1700
I) Using Concrete Mixer
Span length less than 30 mtr.
a)RCCM-20 Cu.M. 4662.00 335.00
b)RCCM-25 Cu.M. 4890.00 335.00
Span length more than 30 mtr.
c)RCCM-30 Cu.M. 5023.00 335.00
d)RCCM-35 Cu.M. 5060.00 335.00
147
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
II) Using Batching plant,transit mixer and
concrete pump.(RMC)
Span length less than 30 mtr.
a)RCCM-20 Cu.M. 4809.00 40.00
b)RCCM-25 Cu.M. 5039.00 40.00
Span length more than 30 mtr.
c)RCCM-30 Cu.M. 5212.00 40.00
d)RCCM-35 Cu.M. 5486.00 40.00
19 Providing and laying in situ -------- trap /
granite / quartizite / gneiss metal for the
bottom plugs of wells in the dry or under water
including compation by vibrating and curing
wherever necessary etc complete
BR-17 Spec. No. BR-17 Page No.120,MoRT&H-
1200,1500&1700.
a)PCC M-10 Cu.M. 3638.00 335.00
b)PCC M-15 Cu.M. 4386.00 335.00
c)PCC M-20 Cu.M. 4731.00 335.00
d)PC M-25 Cu.M. 5115.00 335.00
e)PCC M-30 Cu.M. 5316.00 335.00
f)PCC M-35 Cu.M. 5428.00 335.00
20 Providing and filling in well with single and
sand including compacting between the top
and bottom plugs etc. Complete
BR-18 Spec. No. BR-18 Page No.122, MoRT&H-304 Cu.M. 624.00 141.00
21 Providing and laying in situ-------- of
trap/granite/quartzite/ gniess metal for top
plug of wells including compaction by vibration
and curing etc complete
BR-19 Spec. No. BR-19 Page No.123,MoRT&H-
1200,1500&1700
a)PCC M-10 Cu.M. 3530.00 335.00
b)PCC M-15 Cu.M. 3991.00 335.00
c)PCC M-20 Cu.M. 4317.00 335.00
d)PCC M-25 Cu.M. 4462.00 335.00
e)PCC M-30 Cu.M. 4930.00 335.00
f)PCC M-35 Cu.M. 5019.00 335.00
148
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
22 Providing and laying in situ------- of
trap/granite / quartzite / gniess metal for
reinforced cement concrete well / pile caps
including necessary formwork compaction by
vibrating finishing and curing etc. complete.
(Excluding reinforcement)
BR-24 Spec. No. BR-24 Page No.124,MoRT&H-
1200,1500&1700
I) Using Concrete Mixer
Span length less than 30 mtr.
a)RCCM-20 Cu.M. 4885.00 320.00
b)RCCM-25 Cu.M. 5269.00 320.00
Span length more than 30 mtr.
c)RCCM-30 Cu.M. 5464.00 320.00
d)RCCM-35 Cu.M. 5533.00 320.00
II) Using Batching plant,transit mixer and
concrete pump.(RMC)
Span length less than 30 mtr.
a)RCCM-20 Cu.M. 5030.00 40.00
b)RCCM-25 Cu.M. 5416.00 40.00
Span length more than 30 mtr.
c)RCCM-30 Cu.M. 5609.00 40.00
d)RCCM-35 Cu.M. 5682.00 40.00
149
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
23 Sinking of------------- for foundation in soft
strata/ boulders etc. which can be removed by
grabing and chiselling soft disintegrated rock
which requires special efforts, including
blasting, large scale dewatering, heavy
chiselling, cutting by pneumatic tools and all
materials available to sink through such strata
including removal of obstacles and use of
necessary plant & machinery, driver etc
complete and proper setting of wells including
all methods except pneumatic sinking (depth
0 to 5 Metres).
1. For 5 m. to 10 m. depth 30% extra over
basic rate.
2. For 10 m. to 15 m.depth 40% extra over
basic rate.
3. For 15 m. to 20 m.depth 60% extra over
basic rate.
4. For 20 m.to 25 m.depth 100% extra over
basic rate.
5. For 25 m. to 30 m.depth 220% extra over
basic rate.
6. For 30 m. to 35 m.depth 390% extra over
basic rate.
7. For 35 m. to 40 m.depth 690% extra over
basic rate.
8. For 40 m. to 45 m.depth 1100% over basic
rate.
BR-14 Spec. No. BR-14 Page No.113,MoRT&H-
sec.1200
a) 4 m dia well R.M.T. 36263.00 3820.00
b) 5 m dia well R.M.T. 42069.00 4081.00
c) 6 m dia well R.M.T. 60947.00 4233.00
d) 7 m dia well R.M.T. 81309.00 4417.00
e) 8 m dia well R.M.T. 104507.00 4417.00
f) 10 m dia well R.M.T. 122928.00 4417.00
150
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
24 Providing & laying in situ---------Controlled
reinforced cement concrete of
trap/granite/quartzite/ gneiss metal for cut of
walls including formwork,scaffolding,
compaction by vibrating, finishing, curing etc
complete. (excluding reinforcement).
BR-5 Spec. No. BR-5 Page No.105
Span length less than 30 mtr.
a)RCCM-20 Cu.M. 3766.00 368.00
b)RCCM-25 Cu.M. 4373.00 368.00
Span length more than 30 mtr.
c)RCCM-30 Cu.M. 3923.00 368.00
d)RCCM-35 Cu.M. 4566.00 368.00
25 Providing and laying in position rubble stone
of approved size for appron etc. complete as
directed by Egineer in Charge.
BR-57 Spec.No.BR-57 Page No.151,MoRT&H-2503 Cu.m. 652.00 166.00
26 Providing M-30 R.C.C. cast in situ------------
bored piles each of load capacity as per
design and of specified diametre or as
directed, placed through steel shell sunk to
the required depth through all strata except
rock, excluding provision of reinforcement
including placing concrete by tremie
arrangement compaction of concrete and
withdrawal of steel shell, Chipping dressing of
R.C.C. piles cleaning the reinforcement etc.
complete.
BR-21 Spec. No. BR-21, Page 124,MoRT&H-
1100&1700.
a) 450 mm dia R.M. 1822.00 388.00
b) 475 mm dia R.M. 1888.00 402.00
c) 500 mm dia R.M. 2027.00 419.00
d) 525 mm dia R.M. 2163.00 432.00
e) 550 mm dia R.M. 2387.00 451.00
f) 600 mm dia R.M. 2649.00 487.00
g) 625 mm dia R.M. 2794.00 506.00
151
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
h) 650 mm dia R.M. 3007.00 525.00
I) 750 mm dia R.M. 3542.00 611.00
j) 800 mm dia R.M. 3843.00 661.00
k) 825 mm dia R.M. 4016.00 686.00
l) 900 mm dia R.M. 5094.00 766.00
n) 975 mm dia R.M. 5511.00 855.00
m) 1000 mm dia R.M. 6026.00 886.00
o) 1050 mm dia R.M. 6625.00 948.00
p) 1100 mm dia R.M. 7374.00 949.00
q) 1200 mm dia R.M. 8733.00 1161.00
r) 1500 mm dia R.M. 12614.00 1665.00
27 Providing M-35 R.C.C. cast in situ bored piles
each of load capacity as per design and of
specified diametre or as directed, placed
through steel shell sunk to the required depth
through all strata except rock, excluding
provision of reinforcement including placing
concrete by tremie arrangement compaction
of concrete and withdrawal of steel shell
chipping, dressing of R.C.C. piles cleaning the
reinforcement etc. complete.
BR-21 Spec.No.BR-21,P-124,MoRT&H-
1100,1600,&1700
a) 450 mm dia R.M. 1850.00 388.00
b) 475 mm dia R.M. 1917.00 402.00
c) 500 mm dia R.M. 2053.00 419.00
d) 525 mm dia R.M. 2193.00 432.00
e) 550 mm dia R.M. 2413.00 451.00
f) 600 mm dia R.M. 2678.00 487.00
g) 625 mm dia R.M. 2822.00 506.00
h) 650 mm dia R.M. 4187.00 525.00
152
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
I) 750 mm dia R.M. 3569.00 611.00
j) 800 mm dia R.M. 3839.00 661.00
k) 825 mm dia R.M. 4045.00 686.00
l) 900 mm dia R.M. 5124.00 766.00
n) 975 mm dia R.M. 5540.00 855.00
m) 1000 mm dia R.M. 6053.00 886.00
o) 1050 mm dia R.M. 6656.00 948.00
p) 1100 mm dia R.M. 7403.00 1016.00
q) 1200 mm dia R.M. 8760.00 1161.00
r) 1500 mm dia R.M. 12643.00 1665.00
28 Providing placing and driving in position for
R.C.C.Piles, 6mm thick permanent M.S. liner
upto required depth with 12mm thick M.S.
cutting gauge of 0.50 metre length at bottom
including fabricating, cutting the M.S. sheet to
required diametre and shape, welding the
joints and driving with the help of required
machineries including all materials labours
and lifts etc. complete.
Spec. No. As directed by Engineer-in Charge -- --
29 Providing and cutting bending, hooking, laying
in position and tying Mild steel / HYSD / TMT
bars for reinforcement as per detailed
drawings for R.C.C.work.
BR-35,49. Spec.No. BR35P.134, BR.49P.143, &
MoRT&H-1600
a) Mild Steel bars M.T. 50486.00 3335.00
b) HYSD bars M.T. 62817.00 3335.00
c) T.M.T. bars M.T. 63453.00 3197.00
30 Providing welded joints for Mild / H.Y.S.D.
steel reinforcement bars etc. complete
BR-36 Spec. No. BR-36 Page No.134
a) upto 25 mm dia. No. 185.00 97.00
b) above 25 mm dia. No. 287.00 97.00
153
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
BR-SUB-STRUCTURES .
31 Providing & laying in situ_______ cement
concrete of trap/granite/quartzite/ gneiss
metal for cast in citu piers, abutment, returns,
wings etc. including provision of "V" shaped
false joints to form suitable panels on the
faces to approve design with compacting by
vibrating and curing complete, including form
work centering (excluding dewatering by
means of pump) and including bailling out
water and curing etc. complete. (upto 5.00 mt.
height) Note : add 2% for over 5.00 mt.height
increase upto 10.00 mt. and 6% height
above 10.00 mt.(height for that particular
structure)
BR-27 Spec. No. BR-27 Page No.127& MoRT&H-
cl.1500,1700 & 2100
I) Using Concrete Mixer
Span length less than 30 mtr.
a)PCCM-10 Cu.M. 3400.00 370.00
b)PCCM-15 Cu.M. 4159.00 352.00
Span length more than 30 mtr.
c)PCCM-25 Cu.M. 4854.00 352.00
d)PCCM-30 Cu.M. 5039.00 352.00
II) Using Batching plant,transit mixer and
concrete pump.(RMC)
a)PCCM-25 Cu.M. 5000.00 42.00
b)PCCM-30 Cu.M. 5184.00 42.00
32 Providing coursed rubble trap / granite /
quartzite / gneiss stone masonry in cement
mortar __ for abutment, return, wings, head
walls etc. with khandki facing and pointing
with cement mortar 1:3 for all khandki faces
and rubble facing with struck joints for rubble
backing including scaffolding, bailing out
water and watering masonry etc. complete.
BR-25 Spec. No. BR-25 Page No.125
I) Cement Morter 1:5 Cu.M. 3746.00 1871.00
ii) Cement Morter 1:4 Cu.M. 4029.00 1871.00
154
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
33 Providing & laying in situ_______ cement
concrete of trap/granite/quartzite/ gneiss
metal for cast in citu R.C.C.solid piers, column
etc. including provision of "V" shaped false
joints to form suitable panels on the faces to
approve design with compacting by vibrating
and curing complete, including form work
centering (excluding dewatering by means of
pump) and including bailling out water and
curing etc. complete. (upto 5.00 mt. height)
(Excluding reinforcement) Note : add 2% for
over 5.00 mt.height increase upto 10.00 mt.
and 6% height above 10.00 mt.(height for
that particular structure)
BR-27 Spec. No. BR-27 Page No.127& MoRT&H-
cl.1500,1700 & 2100
I) Using Concrete Mixer
Span length less than 30 mtr.
a)RCCM-20 Cu.M. 4792.00 368.00
b)RCCM-25 Cu.M. 5296.00 368.00
Span length more than 30 mtr.
c)RCCM-30 Cu.M. 5371.00 368.00
d)RCCM-35 Cu.M. 5477.00 368.00
II) Using Batching plant,transit mixer and
concrete pump.(RMC)
Span length less than 30 mtr.
a)RCCM-20 Cu.M. 4947.00 44.00
b)RCCM-25 Cu.M. 5317.00 44.00
Span length more than 30 mtr.
c)RCCM-30 Cu.M. 5524.00 44.00
d)RCCM-35 Cu.M. 5630.00 44.00
155
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
34 Providing and laying in situ cement concrete
of------------ trap / granite / quartzite / gneiss
metal for R.C.C. piers with vertical and
horizontal diaphragram having neat and
smooth finish, centering, shuttering,
scaffolding compaction by vibrating and
curing complete. Height. upto 5.00mtr.
(excluding reinforcement)
Note:i) Add 2% for over 5.00mtr.height
increase up to 10.00mtr. ii)add 6% for height
above 10.00mtr.(height for that particular
structure )
BR-27 Spec. No. BR-27 Page No.127& MoRT&H-
cl.1500,1700 & 2100
I) Using Concrete Mixer
Span length less than 30 mtr.
a)RCCM-20 Cu.M. 4792.00 368.00
b)RCCM-25 Cu.M. 5296.00 368.00
Span length more than 30 mtr.
c)RCCM-30 Cu.M. 5371.00 368.00
d)RCCM-35 Cu.M. 5477.00 368.00
II) Using Batching plant,transit mixer and
concrete pump.(RMC)
Span length less than 30 mtr.
a)RCCM-20 Cu.M. 4947.00 44.00
b)RCCM-25 Cu.M. 5317.00 44.00
Span length more than 30 mtr.
c)RCCM-30 Cu.M. 5524.00 44.00
e)RCCM-35 Cu.M. 5630.00 44.00
35 Providing and laying in situ controlled -------of
trap/granite /quartzite/gniess metal for
R.C.C.caps over piers and abutments
including necessary sacffolding,formwork,
compacting by vibrating,finishing and curing
etc. complete (excluding reinforcement)
BR-29 Spec. No. BR-29 Page No.129
Spec. No. MORT & H - Cl. 1500 & 1700
I) Using Concrete Mixer
Span length less than 30 mtr.
156
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
a)RCCM-20 Cu.M. 5078.00 352.00
b)RCCM-25 Cu.M. 5269.00 352.00
Span length more than 30 mtr.
c)RCCM-30 Cu.M. 5453.00 352.00
d)RCCM-35 Cu.M. 5562.00 352.00
II) Using Batching plant,transit mixer and
concrete pump.(RMC)
Span length less than 30 mtr.
a)RCCM-20 Cu.M. 5219.00 42.00
b)RCCM-25 Cu.M. 5409.00 42.00
Span length more than 30 mtr.
c)RCCM-30 Cu.M. 5594.00 42.00
d)RCCM-35 Cu.M. 5702.00 42.00
36 Providing and laying in situ --------- of trap /
granite / quartzite / gniess metal for R.C.C
work like dirt / ballast walls, kerbs, box returns
etc complete including scaffolding, centering
formwork, compaction,finishing and curing
etc.complete (Excluding reinforcement)
BR-50 Spec. No. BR-50 Page No.143
Spec. No. MORT&H Section 1500&1700
I) Using Concrete Mixer
Span length less than 30 mtr.
a)RCCM-20 Cu.M. 4702.00 777.00
b)RCCM-25 Cu.M. 5040.00 777.00
Span length more than 30 mtr.
c)RCCM-30 Cu.M. 5194.00 777.00
d)RCCM-35 Cu.M. 5694.00 777.00
157
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
37 Providing and laying in situ--------of
trap/granite/quartzite/ gniess metal for
reinforced cement concrete block below the
bearing including necessary scaffolding,
formwork, compaction by vibrating, finishing
and curing etc. complete (excluding
reinforcement)
BR-30 Spec. No. BR-30 Page No.130
Span length less than 30 mtr.
a)RCCM-20 Cu.M. 5640.00 830.00
b)RCCM-25 Cu.M. 5901.00 830.00
Span length more than 30 mtr.
c) RCCM-30 Cu.M. 6120.00 830.00
d) RCCM-35 Cu.M. 6188.00 830.00
38 Providing and fixing in position Tar paper
bearing as per detailed drawings etc.
Complete.
Spec. - As directed by Engineer-In-Charge. Sq.M. 69.00 12.50
39 Providing and fixing Neoprene bearing as per
standard specifications etc complete.
Spec. - As per IRC-83,part -ii. Cu.cm. 1.21 1.00
Spec. - MORT&H Sect. 2000
40 Providing and fixing cast steel roller rocker
bearing including mild steel plate, grease box
as per detailed drawings etc.complete
BR-31 Spec. No. BR-31 Page No.131 No. 40165.00 660.00
Spec. - MORT&H Sect. 2000
41 Providing and fixing mild steel fixed and
sliding plate bearing as per detailed drawing
with 12 mm thick lead sheet between fixed
bearing etc.complete
BR-32,34 Spec. No. BR-32,34 Page No.133 No. 45619.00 660.00
Spec. - MORT&H Sect. 2000
158
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
42 Providing and laying weep holes of 100 mm
diameter ________ pipes as per drawing for
abutment returns, return walls etc. Complete.
Spec. - As directed by Engineer-In-Charge.
a) AC R.M. 111.00 26.00
b) PVC R.M. 111.00 26.00
43 Providing trap/ granite/ quartzite / gneiss
rubble filling behind the abtuments, returns or
wings etc. complete.
BR-57 Spec. No. BR-57 Page No.151 Cu.M. 438.00 42.00
BR-SUPER-STRUCTURES
44 Providing and laying in situ ____ I / II
reinforcement cement concrete-- a to h -of
trap /granite / quartzite / gneiss metal for
R.C.C. work in solid slab,/ T-beam & slab /
Box girder and balanced cantilever, including
centering,formwork, scaffolding, ramming,
vibrating finishing in cement plaster and
curing etc. complete (excluding
reinforcement) Height upto 5.00.mt.from the
lowest bed level.
Note: a) Solid slab i) 5% for height above 5.00
mtr. to 10.00 mtr. ii) 10 % for height above
10.00 mtr., b) T-beam & slab i) 5% upto
5.00mtr. height ii) 10% for height
5.00mtr. to 10.00mtr. iii) 15% for height above
10.00mtr.and c) Box girder and balanced
cantilever i) 20% upto 5.00mtr. height ii) add
25 % for height 5.00mtr. to 10.00mtr. iii) 30%
for height above 10.00mtr.
BR-38 Spec. No. BR-38 Page No.135,MoRT&H-
1500,1600&1700
I) Using Concrete Mixer
Span length less than 30 mtr.
a)RCCM-20 Cu.M. 6155.00 1090.00
b)RCCM-25 Cu.M. 6341.00 1090.00
159
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
Span length more than 30 mtr.
c)RCCM-30 Cu.M. 6636.00 1090.00
d)RCCM-35 Cu.M. 6736.00 1090.00
Span length above 30 mtr.
e)PSCM-40 Cu.M. 8058.00 1090.00
II) Using Batching plant,transit mixer and
concrete pump.(RMC)
Span length less than 30 mtr.
a)RCCM-25 Cu.M. 6473.00 44.00
Span length more than 30 mtr.
b)PSCM-30 Cu.M. 6554.00 44.00
c)PSCM-35 Cu.M. 6591.00 44.00
Span length above 30 mtr.
d)PSCM-40 Cu.M. 7548.00 48.00
e)PSCM-45 Cu.M. 7835.00 48.00
f)PSCM-50 Cu.M. 8161.00 48.00
Box grider, segmental construction,
balance cantilever
g)PSCM-55 Cu.M. 9820.00 48.00
45 Providing and laying in situ --------- cement
concrete of trap / granite / quartzite / gneiss
metal for R.C.C. work including formwork,
centering ramming, vibrating, finishing and
curing complete for main/cross girder
diaphragms arch etc.complete. (excluding
reinforcement) Height upto 5.00.
Note:i) 5% for height above 5.0 m & upto 10.0
m
ii) add 10% for height above 10.00 m
BR-38 Spec. No. BR-38 Page No.135,MoRT&H-
1500,1600&1700
I) Using Concrete Mixer
Span length less than 30 mtr.
a) RCCM-20 Cu.M. 6107.00 1090.00
b) RCCM-25 Cu.M. 6341.00 1090.00
160
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
Span length more than 30 mtr.
c) RCCM-30 Cu.M. 6642.00 1090.00
d) RCCM-35 Cu.M. 6736.00 1090.00
Span length above 30 mtr.
e) PSCM-40 Cu.M. 8063.00 1090.00
II) Using Batching plant,transit mixer and
concrete pump.(RMC)
Span length less than 30 mtr.
a) RCCM-25 Cu.M. 6487.00 45.00
Span length more than 30 mtr.
b) RCCM-30 Cu.M. 6606.00 45.00
c) RCCM-35 Cu.M. 6703.00 45.00
Span length above 30 mtr.
d) PSCM-40 Cu.M. 7852.00 53.00
e) PSCM-45 Cu.M. 7509.00 53.00
f) PSCM-50 Cu.M. 8161.00 53.00
Box grider, segmental construction, balance
cantilever
g)PSCM-55 Cu.M. 9820.00 53.00
46 Providing and casting special grade -------- in
controlled cement concrete of specified
strength for prestressed concrete work for
main girder including slab, cross girder, box
girder etc. including centering & scaffolding or
launching including necessary plant and
machinery for the job shuttering, vibrating,
curing, finishing etc. complete. Hight upto 5
meter. (excluding reinforcement)
Note:i) add 5% for hight and upto 10.00m.
ii) Add 10% for hight above 10.00 m.
BR-38 Spec. No. BR-38 Page No.135,MoRT&H-
1500 &1700
I) Using Concrete Mixer
Span length less than 30 mtr.
a)RCCM-20 Cu.M. 5810.00 1069.00
b)RCCM-25 Cu.M. 6220.00 1069.00
Span length more than 30 mtr.
c)RCCM-30 Cu.M. 6511.00 1069.00
161
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
d)RCCM-35 Cu.M. 6607.00 1069.00
Span length above 30 mtr.
e)PSCM-40 Cu.M. 7605.00 972.00
II) Using Batching plant,transit mixer and
concrete pump.(RMC)
Span length less than 30 mtr.
a)RCCM-25 Cu.M. 6365.00 46.00
Span length more than 30 mtr.
b)PSCM-30 Cu.M. 6656.00 46.00
c)PSCM-35 Cu.M. 6750.00 46.00
Span length above 30 mtr.
d)PSCM-40 Cu.M. 7730.00 48.00
e)PSCM-45 Cu.M. 7961.00 48.00
f)PSCM-50 Cu.M. 8192.00 48.00
Box grider, segmental construction, balance
cantilever
g)PSCM-55 Cu.M. 9651.00 48.00
47 Providing and fixing in position to exact profile
and prestressing high tensile steel of specified
ultimate strength including cost of sheathing
duct (ID66mm.),Tube anchorage set with
bearing plate,permnet wedges, preparing
cable with sheathing and spacers, cement for
grouting etc. complete.
Spec.No.:MoRT&H clause1800 M.T. 127483.00 4271.00
48 Providing and laying of an elastomeric slab
seal expansion joint,catering to right or skew
(less than 20 deg.) moderately curved with
maxmimum horizantal movement upto
50mm., etc. complete as per approved
drawings and specifications to be installed by
manufacturer/ supplier or their authorised
representative ensuring compliance to the
manufacturer's instructions for installation etc.
complete. (for road work & bridge work).
MoRT&H 2606Spec.No. MoRT&H clause 2606 R.M. 22656.00 733.00
162
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
49 Providing expansion joint as per detailed
drawing 25 mm thick premoulded bituminous
filler and with alluminium plate
BR-43 Spec. No. BR-43 Page No.138 Sq.M. 728.00 27.00
50 Providing & fixing in position expansion joint
with ----- bituminous pad as per detailed
drawing etc. complete
BR-43 Spec. No. BR-43 Page No.138
a) 18 mm. Thick Sq.M. 1266.00 221.00
b) 25 mm. Thick Sq.M. 1598.00 221.00
c) 37 mm. Thick Sq.M. 2006.00 282.00
51 Providing and laying in situ-----of trap / granite
/ quartzite / gniess metal including
compacting, finishing,curing and filling in
joints with bitumen complete for wearing
course 8 cm thick etc. complete (excluding
reinforcement)
BR-47 Spec. No. BR-47 Page No.140,MoRT&H-2700.
a)M-20 Sq.M. 381.00 45.00
b)M-25 Sq.M. 396.00 45.00
c)M-30 Sq.M. 408.00 45.00
d)M-35 Sq.M. 418.00 45.00
e)M-40 Sq.M. 440.00 45.00
52 Providing bitumen mastic wearing coat
excluding tack coat complete as per drawing
and technical specification etc. complete (with
lead of material 5 km)
Spec. No: MoRT&H 515&2702
a) 25mm Sq.M. 669.00 92.00
b) 20mm Sq.M. 518.00 74.00
c) 12mm Sq.M. 310.00 47.00
53 Providing vent holes in the slab and wearing
course with iron grill at the top and galvanised
iron pipe at bottom as per drawing.
BR-48 Spec. No. BR-48 Page No.142 No. 404.00 44.00
54 Providing galvanised iron 100 mm diameter
water spout as per drawing etc. complete
(length of water spouts 600 mm)
BR-55 Spec. No. BR-55 Page No.150 No. 535.00 106.00
163
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
55 Providing and laying in situ cement concrete
of trap metal for haunch filling including
compacting curing etc. complete.
BR-45 Spec. No. BR-45 Page No.139
a)M-10 Cu.M. 3277.00 397.00
b)M-15 Cu.M. 3601.00 397.00
56 Providing trap rubble filling over haunches
and arches including hand packing etc.
complete BR-46 Spec. No. BR-46 Page No.140 Cu.M. 630.00 232.00
57 Providing and laying in position 90 cm thick
flexible stone mat as per standard drawing
consisting of 45cm.thick trap rubble
soling,22.50cm. thick over size metal layor of
100mm to 150mm metal, 11.30cm thick layor
of 80mm to 100mm over size metal,and
11.20cm. thick layer of 40mm size metal with
blindage of hard murum for rubble soling &
over size, soft murum for size metal
layor,consolidation 15 cm to 23 cm soling,
consolidation of 80 mm to 100mm, 100mm to
150mm over size metal in two layers and
consolidation of 40mm size metal layers in
single layer with watering etc. complete.
(including lead of 50 mt)
Spec. No. As directed by Engineer-in Charge Sq.M. 719.00 105.00
58 Providing and laying in situ cement concrete
of trap / granite / quartzite/ gniess metal
including compacting, finishing, curing and
filling in joints with bitumen complete for
approach slab etc. complete (excluding
reinforcement)
BR-47 Spec.No.BR47Page No.140,MoRT&H-1500, 1700
& 2704
a)M-20 Cu.M. 4474.00 352.00
b)M-25 Cu.M. 4890.00 352.00
c)M-30 Cu.M. 4997.00 397.00
d)M-35 Cu.M. 5114.00 397.00
e)M-40 Cu.M. 5172.00 397.00
164
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
59 Providing R.C.C.parapet with (15x 60cm)--------
cement concrete of trap/ granite / quartzite /
gneiss metal, cast in situ precast panels as
per the detailed drawing including
reinforcement, scaffolding , centering,
formwok, compating, finishing and curing etc.
complete.
BR-51(a) Spec. No. BR-51 (a) Page No.144
a)M-20 R.M.T. 1607.00 513.00
b)M-25 R.M.T. 1722.00 513.00
60 Providing collapsible railing with mild steel
channel posts removable galvanised iron
pipes as per the detailed drawings including
scaffolding and painting etc.complete.
BR-51(d) Spec. No. BR-51(d) Page No.146 R.M. 3492.00 874.00
61 Providing railing of mild steel angle post 2
metre centre to centre of section 75 mm x 75
mm x 10 mm or equivalent channel section of
height 1.05 m above ------------- surface with
minimum anchor lenght of 30 cm including
hold fast of 25 mm diameter mild steel bars
welded at the bottom and concreting of 1:3:6
of size 30 x 30 x 30 cm with three rows of 40
mm 'B' class G.I pipe provided at 30 cm
centre to centre and including scffolding and
with two coat of anticorrosive
paint.etc.complete.
BR-51(b) Spec. No. BR-51 (b) Page No.144
a) on Bridge R.M. 2043.00 226.00
b) on road (High embankment with bed block) R.M. 2043.00 226.00
62 Providing and fixing 25 mm thick marble tablet
of size and description as per detailed
drawings inclduing engraving the
description,filling the lead, moulded marble
1:2 cement mortar border etc.complete.
BR-56 Spec.No.BR-56 Page No.150 Sq.M. 6667.00 1819.00
63 Sand blasting to the concrete surface
including all materials, machinary and labour
etc. complete.
Spec. No. As directed by Engineer-in Charge Sq.M. 77.00 73.00
165
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
64 Guniting surface with cement mortar, 1:3 of
30 to 50 milimetre thick (average 40
milimetre) under pressure of 2.1 to 2.80 kg.
per squre centimetre including necessary IRC
fabric (welded mesh) of 75 x 75 milimetre and
10 gauge reinforcement, forms with floating,
cutting etc complete (excluding reinforcement)
Spec. No. As directed by Engineer-in Charge Sq.M. 740.00 93.00
65 Providing and applying Polymer synthetic
elastomeric coating cum paint, ready to use
for bridge structure in saline as to avoid salt
penitration from marine environmet & U.V
effects of sunrays, fungus developments and
to protect the reinforcement from marine
atmoshpere effects in three coats including
scaffolding, sand blasting, cleaing the surface
of concrete, brushing steel reinforcement and
applying polymer coating with Primer, First
coat and Second coat at an interval of 24
hours of approved shade and colour.( But not
to applied on oil, Grease, Tar & Moisture of
surface Note:-Prior approval of S.E. is
required.)
Spec. No. As directed by Engineer-in Charge Sq.m. 662.00 67.00
66 Providing and applying anticorrisive treatment
for MS & TOR steel reinforcement as per
cement polymer composite coating (CPCC)
method developed by CECRI including
cleaning the bar by means of any established
mechanical or manual method for removing
the rust and deletious matter, applying rapid
setting primer and cement polymer sealing
coat of approved and licensed by CECRI
including redoing the process if damaged
occur during handling, stacking etc. complete
as directed by the Engineer in charge. (with
prior approval of S.E. is essential.)
Spec.No.As directed by Engineer-in Charge M.T. 8148.00 2110.00
166
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
67 Providing fusion bonded epoxy to reinforcing
bars as per IS: 3620-1993 specification for a
thickness of 175+/-50 microns including
testing of coating at plant, extra cost for
careful handling using PVC coating, binding
wires instead of G.I.wires, touching up the
material supplied, repair work etc. complete
as per detailed specifications etc. complete.
(Lead 200 km to and fro from plant)
Spec.:MoRT&H 1600 Edition 2001 M.T. 11687.00 --
68 Providing and applying approved quality coal
tar epoxy paint in three coats of well, pier
abutment between L.T.L. to 0.90 metre
H.F.L. above including cleaning surface,
scaffolding etc. complate.
Spec.No.As directed by Engineer-in Charge Sq.M. 236.00 58.00
69 Providing epoxy mortor with quartn sand
with proportion epoxy sand 1:6 for
repairs to the cracked pier, girder etc
including chipping the loose cracked
concrete cleaning rust by means of brush,
sand blasting and rebuilding the section
giving minimum 3 day compressive
strenght of 525 Kg/cm2 and maximum
epoxy consumption of 315 Kg/m3 of
mortar with all materails labour equipment
etc complete (Quartz sand 885 Kg/Cum)
Spec.No.As directed by Engineer-in Charge Sq.M. 114485.00 8464.00
167
Completed Labour
Description of Items /
Specification No.Unit
Item No.&
Item code
Rate for 12-13 (in Rs)
70 Providing and laying epoxy concrete with
epoxy aggregate proporation 1:4 using
epoxy fine quartz sand,course quartz
sand and trap metal in suitable proportion
by weight including weighing, mixing
placing inclusive of cleaning the surface
by wire, brush, sand blasting for
applying the tackcoat of epoxy as
directed and giving minimum 3 days
compressive strength of 525 Kg/cm2 and
maximum epoxy consumption of 214
Kg/m3
of concrete including necessary
formwork with all materials, labour,
centering equipment etc complete as
directed.(scaffolding will be paid
separately if required) (Fine sand 660
Kg/Cum,course sand 660 Kg/Sqm,Trap
metal 660 Kg/Sqm Spec.No As directed by Engineer-in Charge Sq.M. 77287.00 8850.00
71 Providing epoxy coating in two coats with
primer for the stone or concrete surfaces
including cleaning by sand blasting,
brushing, cost of the materials, machinery
equipment, scaffolding labour etc
complete as directed.
Spec.No.As directed by Engineer-in Charge Sq.M. 562.00 208.00
72 Providing and injecting epoxy grout
including strutting of cracked in surfacs
including cleaning by sand blasting,
brushing cost of the materials, machinery
equipment, scaffolding labour etc
complete as directed. Spec.No.As directed by Engineer-in Charge Sq.M. 1009.00 71.00
73 Providing and applying epoxy paint primer
with middle coat and top to superstructure
including scaffolding etc complete.
Spec.No.As directed by Engineer-in Charge Sq.M. 414.00 130.00
168
Completed Labour
1
CD -1 Cu. M. 520.00 147.00
2
CD -3
a) 1:5:10 Cu. M. 2342.00 453.00
b) 1:4:8 Cu. M. 2640.00 453.00
c) M-10 Cu. M. 3200.00 453.00
d) M-15 Cu. M. 3465.00 498.00
3
CD -4 Sq. M. 1002.00 169.00
4
CD -5 Sq. M. 1519.00 555.00
5
CD -6 Cu. M. 2543.00 911.00
Spec.No.CD-5,P-161
Providing uncoursed rubble masonry trap stone
in cement mortar 1:6 for head walls including
striking joints of the non exposed faces and
pointing the exposed faces with cement mortar
1:3 including scaffolding and watering masonry
etc. complete. Including bailing out water
manually.
Spec.No.CD-6,P-162
Spec.No.CD-4,P161
Providing approved quality of trap / granite /
quartizite / gneiss khandki stone paving of
20.50 cm. thick in 1:3 cement morter over
bedding of 15cm thick cement concrete of 1:4:8
porportion with trap / granite / quartzite / gneiss
metal including pointing with cement mortar 1:3
and watering etc. complete.
Providing approved quality of trap / granite /
quartizite / gneiss rubble stone paving 15cm
thick in 1:3 cement mortar over a bedding of
15cm thick cement concrete of 1:4:8 proportion
with trap/granite / quartizite / gneiss metal
including striking joints and watering etc.
complete.
Providing rubble filling of trap/granite/quartzite
gneiss stones of approved quality in foundation
including hand packing filling gravel of sand in
the voids etc. complete.
Spec.No.CD-1,P-159
Providing and laying in situ cement concrete of
___ proporation with trap metal in foundations
including necesary compacting and curing etc.,
complete. (including formwork)
Spec.No.CD-3,P-160
C. D. WORK
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
169
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
6
CD -6 Cu. M. -- --
7
BR-27
Cu.M. 3425.00 349.00
Cu.M. 3823.00 349.00
Cu.M. 4322.00 349.00
8
CD-7
A) NP-2 for V.R.& O.D.R.
I) R.M. 1223.00 149.00
ii) Diameter 600 mm R.M. 1793.00 154.00
iii) Diameter 750 mm R.M. 2922.00 235.00
iv) Diameter 900 mm R.M. 3558.00 259.00
v) Diameter 1000 mm R.M. 4298.00 305.00
vi) Diameter 1200 mm R.M. 5717.00 325.00
B) NP-3 for M.D.R. & S.H.
I) R.M. 3245.00 223.00
ii) Diameter 750 mm R.M. 5656.00 248.00
a)PCCM-10
c)PCCM-20
Providing & laying in situ cement concrete of
trap/granite/quartzite/ gneiss metal for cast in
citu head walls for causeway & C.D.Works with
compaction by vibrating & curing complete
including form work centering etc. complete
(excluding dewatering by means of pump and
including bailling out water).
Spec. No. BR-27 Page No.127
b)PCCM-15
Providing coursed rubble masonry of Laterite
stone in cement mortar 1:6 for head walls
including striking joints of the non exposed
faces and pointing the exposed faces with
cement mortar 1:3 including scaffolding and
watering masonry etc. complete. Including
bailing out water manually.
Spec.No.CD-6,P-162
Providing & Laying cement concrete pipe of IS
458-1988 __Class in proper line level & slope
including providing fixing collars in cement
mortar 1:2 etc. complete item. (A) Rate of
supply of pipes as per MSSIDC rate contract
taken for framing the estimate. (B) Labour rate
for laying of pipe & fixing with collar in cement
morter 1:3 as given below which is to be
included in the item.
Spec.No.CD-7,P162
Diameter 450 mm
Diameter 600 mm
170
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
iii) Diameter 900 mm R.M. 6030.00 323.00
iv) Diameter 1000 mm R.M. 6793.00 379.00
v) Diameter 1200 mm R.M. 9233.00 407.00
C) NP-4 for MSH&NH
I) R.M. -- --
ii) Diameter 750 mm R.M. -- --
iii) Diameter 900 mm R.M. -- --
iv) Diameter 1000 mm R.M. -- --
v) Diameter 1200 mm R.M. -- --
9
CD -8 Cu. M. 3546.00 536.00
10
CD -12 Cu. M. 8464.00 1819.00
11
CD -13 Cu. M. 2881.00 396.00
12
CD -14 Cu. M. 322.00 179.00
13
CD -17 Sq.M. 622.00 316.00
Diameter 600 mm
Providing cast in situ block 1:3:6 cement
concrete with circle or other shaped opening for
water way including necessary form work,
compacting, finishing and curing etc. complete.
Spec.No.CD-12,P-166
Providing and laying in situ 1:4:8 cement
concrete of trap metal for haunch filling
including formworks compacting, curing and
scaffolding etc. complete.
Spec.No.CD-13,P-167
Providing seclected hard murum filling including
laying in layers of 15 to 20 cm. watering and
compacting etc. complete.
Spec.No.CD-14,P-167
Providing 5cm thick 1:3 cement mortar coping
with stone chips embedded including
scaffolding, form work, finishing and curing etc.
complete. Spec.No.CD-17,P-168
Spec.No.CD-8,P-163
Providing Precast M-25 R.C.C.slabs over the
spans of cross drainge work as per drawings
including HYSD bar reinforcement, conveyance,
fixing in cement mortar 1:3 and curing, finishing
etc. complete.
171
Completed Labour
Rate for 12-13 (in Rs)Item No.&
Item code
Description of Items /
Specification No.Unit
14
CD -19 No. 422.00 174.00
15
CD -20 No. 300.00 61.00
Spec.No.CD-18,P-168
Providing and fixing in cement mortar 1:2,
marble plate 30cm. x 20cm. showing the No. of
Cross Drainage work and the direction of flow
by arrow including cutting border line, figures,
letters, signs and painting etc. complete.
Spec.No.CD-20,P-169
Providing and fixing M-15 R.C.C.Guard stone of
20 x 20 x 75 cms including fixing in ground and
white washing etc. Complete.
172
Completed Labour
1
Spec.
R.M. 1915.00 32.00
b) in soft rock
R.M. 2166.00 32.00
c) in quartzite rock
R.M. 7645.00 32.00
R.M. 4477.00 32.00
R.M. 3680.00 32.00
R.M. 2428.00 32.00
2
Spec.
R.M. 1997.00 53.00
b) in soft rock
i ) diamond drilling by Calyx M/c R.M. 2190.00 53.00
BORING
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
i ) diamond drill
i ) diamond drilling by Calyx M/c
d) in other rock
i ) diamond drilling M/c with NX bit double tube
Taking trial bores for detailed investigations --
a/b/c/d-- 75mm.( 3")boring incluiding all materials
such as casing pipes & accessories, grease, steel
balls and other such materials as required,including
conveying such materials and machinery to site of
works, preserving the loose samples in glass or
plastic jar / core sample in box with core samples
serially numbered at site of work and conveying the
same to the head quarter of concerned office as
directed
As directed by Engineer-In-Charge.
a) up to hard murrm & boulder ( over burden )
i ) diamond drilling M/c
As directed by Engineer-In-Charge.
i ) diamond drilling M/c
ii ) diamond drilling M/c with BX bit
iii ) diamond drilling M/c with AX bit
Taking trial bores for detailed investigations --
a/b/c/d-- 100mm.( 4") boring incluiding all
materials such as casing pipes & accessories,
grease, steel balls and other such materials as
required,including conveying such materials and
machinery to site of works, preserving the loose
samples in glass or plastic jar / core sample in box
with core samples serially numbered at site of work
and conveying the same to the head quarter of
concerned office as directed
a) up to hard murrm & boulder ( over burden )
173
Completed Labour
BORING
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
c) in quartzite rock
i ) diamond drilling M/c with NX bit double tube R.M. 8260.00 53.00
ii ) diamond drilling M/c with BX bit R.M. 5185.00 53.00
iii ) diamond drilling M/c with AX bit R.M. 4046.00 53.00
d) in other rock
i ) diamond drill R.M. 2338.00 53.00
3
Spec.
a) up to hard murrm & boulder ( over burden )
i ) diamond drilling M/c R.M. 2350.00 64.00
b) in soft rock
i ) diamond drilling by Calyx M/c R.M. 2350.00 64.00
c) in quartzite rock
i ) diamond drilling M/c with NX bit double tube R.M. 8443.00 64.00
ii ) diamond drilling M/c with BX bit R.M. 5368.00 64.00
iii ) diamond drilling M/c with AX bit R.M. 4059.00 64.00
d) in other rock
i ) diamond drill R.M. 2464.00 64.00
4
Spec. R.M. 446.00 383.00
5
Spec. No. 2799.00 378.00
Providing Tuntappa core boxes of jungle wood of
size 1.25 x 0.55 x 0.15 metre for preserving core
samples with all fixtures and fastening handles
locking arrangements etc. complete.
As directed by Engineer-In-Charge.
As directed by Engineer-In-Charge.
Taking trial bores by hand augar through over
burden such as soil and soft murum upto hard
strata.
Taking trial bores for detailed investigations --
a/b/c/d-- 150mm.( 6") boring incluiding all
materials such as casing pipes & accessories,
grease,steel balls and other such materials as
required,including conveying such materials and
machinery to site of works, preserving the loose
samples in glass or plastic jar / core sample in box
with core samples serially numbered at site of work
and conveying the same to the head quarter of
concerned office as directed
As directed by Engineer-In-Charge.
174
Completed Labour
BORING
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
6
Spec.
No. 12216.00 1991.00
No. 23545.00 4011.00
No. 28786.00 4011.00
7
Spec.
No. 88872.00 3644.00
No. 93217.00 3644.00
No. 126337.00 3644.00
8
Spec. No. 3579.00 3171.00
9
Spec. As directed by Engineer-In-Charge.
a) 75mm No. 382.00 210.00
No. 395.00 275.00
No. 401.00 401.00
Providing and maintaining temporary floating
platform as required 10 Sq.mtr. size with country
crafts and teak wood platform and/anchor's for
erecting boring plant in standing and flowing water -
a/b/c-including all material, labours etc. complete.
Providing and maintaining a Temporary platform as
required 100 Sq.ft. size for erecting the boring
machine for taking trial bore in the nalla / small river
bed in standing water -a/b/c- including all materials
etc.complete.
a) For depth above 2.00 Meter.
Conducting standard pentration test on soil, sand
by split spoon sample for--a/b/c--diameter bore hole
including labour & material etc.
complete.(Equipment and materials is to be
supplied by Department free of cost).
b) 100mm
Shifting boring platform as required (100 Sq.Ft.
size) with all components and reinstalling at
directed places,including all charges of shifting
etc.complete.
c) 150mm
b) For depth of 5.00 to 10.00 Meter.
c) For depth above 10.00 Meter.
a) For depth up to 1.00 Meter.
b) For depth of 1.00 to 2.00 Meter.
c) For depth 2.00 Meter. And above
As directed by Engineer-In-Charge.
Note: The rate of Boaring item No.6&7( as given
above ) is proposed for total working of platform for
10 days, if more work, the rate of this item should
be worked out on the basis of rates abstract for
item No.7(a).
As directed by Engineer-In-Charge.
As directed by Engineer-In-Charge.
175
Completed Labour
BORING
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
.
BLANK
176
Completed Labour
1
Km. 886.00 649.00
2
Km. 1241.00 908.00
3
Km. 1485.00 1298.00
4
Km. 1782.00 1557.00
5
Km. 3268.00 2855.00
Item No.&
Item code
Description of Items /
Specification No.Unit
Spec. - As directed by Engineer-In-Charge.
Preliminary survey of road alignment including
fixing three dimensions of appexes, verification
of type of land, chain and compass survey,
using ghat tracer and including collection of
other essential data with the help of theodolite
levels wherever necessary etc.complete (in hilly
and inaccessible area.)
Spec. - As directed by Engineer-In-Charge.
Spec. - As directed by Engineer-In-Charge.
Detailed/final location survey of road alignment
with chain and compass, levels, theodolite and
other essential instrument including staking of
final centre line, locating curves, establishing
Bench Marks and taking longitudinal section,
cross section, fly levelling etc.complete (in plain
area.)
SURVEY WORK (Dept. Agency)
Rate for 12-13 (in Rs)
Ground reconnaissance survey of road
alignment in hilly and inaccessible area
including fixing reference pegs wherever
necessary and with th help of simple survey
instruments etc. complete.
Spec. - As directed by Engineer-In-Charge.
Ground reconnaissance survey of road
alignment in plain area including fixing
reference pegs wherever necessary and with
the help of simple survey instruments in plain
area etc. complete.
Spec. - As directed by Engineer-In-Charge.
Preliminary survey of road alignment including
fixing three dimensions of appexes, verification
of type of land, chain and compass survey,
fixing references pegs wherever necessary
including collection of other essential data with
the help of theodolite levels wherever necessary
etc.complete (in plain area.)
177
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
SURVEY WORK (Dept. Agency)
Rate for 12-13 (in Rs)
6
Km. 3565.00 3115.00
7
Km. 3268.00 2855.00
8
No. 3208.00 1298.00
9
No. 0.00 0.00
10
No. 0.00 --
11
Km. 1150.00 259.00
12
Km. 233.00 206.00
Spec. - As directed by Engineer-In-Charge.
Taking purely fly level to carry out kilometre
Bench Mark, etc.complete
Spec. - As directed by Engineer-In-Charge.
Taking trial pit 1.0 x 1.0 x 1.5 mtr.at 200 metre
interval and minimum 3 numbers for small
stream in earth soil of all types, sand, gravel,
soft murum etc. complete.
Spec. - As directed by Engineer-In-Charge.
Taking trial pit 1.0 x 1.0 x 1.5 mtr.at 200 metre
interval and minimum 3 numbers for small
stream in hard murum and boulders
etc.complete.
Spec. - As directed by Engineer-In-Charge.
Providing and fixing wooden pegs for road
alignment survey including using chunam and
coir string etc. complete.
Spec. - As directed by Engineer-In-Charge.
Detailed/final location survey of road alignment
with chain and compass, ghat tracer, levels,
theodolite and other essential instrument
including staking of final centre line, locating
curves, establishing Bench marks and taking
longitudinal section, cross section, fly levelling
etc.complete( in hilly and inaccessible area)
Spec. - As directed by Engineer-In-Charge.
Detailed survey along existing earth work
including taking longitudinal section, cross
section, fixing, Bench Marks, chaining, fixing
pegs and closing the survey with fly levels
etc.complete.
Spec. - As directed by Engineer-In-Charge.
Fixing chainage, appex stones and mark stones
of trap stone in cement concrete 1:3:6 of size
45 x 45 x 60 cm. along the alignment, 5
chainage stones and 6 appex stones etc.
complete.
178
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
SURVEY WORK (Dept. Agency)
Rate for 12-13 (in Rs)
13
No. 662.00 0.00
14
No. 74.00 51.00
15
No. 588.00 513.00
16
No. 1472.00 1317.00
17
No. 5221.00 4672.00
18
No. 1938.00 1734.00
19
No. 17474.00 15576.00
Complete survey of major stream beyond
catchement area of 5 square miles including
taking necessary chainage, Longitudinal
section, Cross section, closing survey at the
ends of days work and contouring work for the
same bridge site etc.complete
Spec. - As directed by Engineer-In-Charge.
Traverse survey of stream having catchment
area above 100 Acres to 1 square mile with
chain and compass etc.complete.
Spec. - As directed by Engineer-In-Charge.
Complete survey of stream including taking
Longitudinal section and cross section of a
stream with levelling, chaining, complete survey
of stream including fixing pegs, closing survey
at the end of days work etc. complete.
(catchment area 1 square mile to 5 square
miles)
Spec. - As directed by Engineer-In-Charge.
Reconnaissance survey for fixing major bridge
site including chain and compass and other
instruments as necessary, fixing reference pegs
etc.complete.
Spec. - As directed by Engineer-In-Charge.
Spec. - As directed by Engineer-In-Charge.
Painting and lettering charges on appex on
Bench mark stone. (Labour charges only)
Spec. - As directed by Engineer-In-Charge.
Survey of catchment area of stream upto 100
Acres by visual inspection with using of chain
and compass etc.complete. (Approximate 100
Acres as per village map) (average three
streams per kilometer)
Spec. - As directed by Engineer-In-Charge.
Providing and fixing chaniage, appexes, Bench
Mark stone of size 17 x 22 x 60 cm. in cement
concrete 1:4:8 block of size 45 x 45 x 60 cm.
including excavation, conveyance etc.complete.
179
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
SURVEY WORK (Dept. Agency)
Rate for 12-13 (in Rs)
20
No. 14504.00 12980.00
21
Sq.Km. 34811.00 31152.00
22
Km. 3268.00 2855.00
23
No. 6374.00 0.00
24
No. 2610.00 2336.00
25
No. 2610.00 2336.00
26
Km. 2416.00 778.00Spec. - As directed by Engineer-In-Charge.
Spec. - As directed by Engineer-In-Charge.
Investigation of new quarry (other than existing)
including taking necessary trial pits, cutting rock
for finding suitablilty for metal etc. complete
(excluding testing of material)
Reconnaissance survey of bridge alignment in
creek including its approaches,taking three
dimensions of appexes without chaining
including use of boat etc.complete.
Spec. - As directed by Engineer-In-Charge.
Providing and constructing the theodolite piller
of Burnt Brick Masonary in cement mortar 1:6
as per drawing or as directed including casting
in situ cement concrete 1:2:4 coping of size 23
x 23 x 60 cm.and fixing theodolite ring,
plastering in cement mortar 1:5 out side etc.
complete.
Spec. - As directed by Engineer-In-Charge.
Complete survey of medium stream having
catchment area upto 1 square mile including
longitudinal section and cross section for bridge
and approaches etc.complete
Carrying out the contour survey of the stream
for 1 square kilometre area etc. complete.
Spec. - As directed by Engineer-In-Charge.
Detailed survey of approaches to medium or
major bridge including chain and compass
survey, levelling etc.complete.
Spec. - As directed by Engineer-In-Charge.
Complete survey of major stream for additional
site including taking necessary chainage,
Longitudinal section, cross section, closing
survey at the ends of days work and contouring
work for the same bridge site etc.complete
Spec. - As directed by Engineer-In-Charge.
180
Completed Labour
Item No.&
Item code
Description of Items /
Specification No.Unit
SURVEY WORK (Dept. Agency)
Rate for 12-13 (in Rs)
27
Km. 4565.00 2426.00
28
No. 4840.00 2336.00
Detailed survey in creek including its
approaches with chain and compass survey
along the bridge alignment and levelling
(without cross section) including rent of country
crafts etc.complete.
Spec. - As directed by Engineer-In-Charge.
Spec. - As directed by Engineer-In-Charge.
Measuring velocity of creek at 3 section (1
centre and others on both banks) at an interval
of two hours (four times in day) by sink floats
etc. including rent of country crafts
etc.complete.
181
Completed Labour
1
Km. 7215.00 0.00
Km. 8500.00 0.00
2
No. 80.00 0.00
3
Km. 6000.00 0.00
4
Job 300.00 0.00
Rate for 12-13 (in Rs)
SURVEY WORK (Private Agencies)
Item No.&
Item code
As directed by Engineer-In-Charge.
Prepartion of land plans of road ( New
alignment) with fixing boundaries on both sides
of centre line of Road / Existing road up to road
boundary, including carrying out detailed plain
table survey along the centre line of the road,
showing details of permanent / semi-permanent
structures, trees, telefone-lines, pipe-lines, field-
bunds, cross-roads upto 100m or as
directed,plotting work of surveyed area etc.
complete.
As directed by Engineer-In-Charge.
Preparation of land plans (Tracing) on polyester
tracing film of approved make 60/65 micron on
one side matt,including taking out prints and
binding the same in Road wise etc.complete.
As directed by Engineer-In-Charge.
Procurement of Village map/Forest map/Land
plan from Forest/Revenue authority for
prepartation of land plan record,including
necessary payment for the plans and other
documents as required for this survey,plotting
and demarcation works etc.complete.
UnitDescription of Items /
Specification No.
a) excluding fixing of apex stone.
b) including fixing of apex stone.
Reconnaissance survey including study of
survey sheets, maps etc. for alignment including
three dimensional of apexes,chain and
compass or cross staff survey,fixing pegs, fixing
apex stones of size 0.15 x 0.15 x 0.60 cm in
1:2:4 cement concrete at every apex point and
200 m. and preparation of alignment plan with
all types of compliance, if required from
department etc. complete.
As directed by Engineer-In-Charge.
182
Completed Labour
Rate for 12-13 (in Rs)
SURVEY WORK (Private Agencies)
Item No.&
Item codeUnit
Description of Items /
Specification No.
5
Km. 2500.00 0.00
6
Km. 4000.00 0.00
7
Km. 4500.00 0.00
8
Rd. 70. No. 130.00 0.00
9
Job 2600.00 0.00
Preparing detailed Plans and estimates of road
including typing in 5copies in proper file
including colouring ammonia prints of plans,
indexing and paging, with all types of
compliance, if required from department
etc.complete.
As directed by Engineer-In-Charge.
Spec. No.: As directed by Engineer-in-charge.
Providing'7' copies of computor printouts of
plans duly bound in the form of booklet etc.
complete.
As directed By Engineer-In-Charge.
Preparation of villagewise Land acquisition
proposals in five sets as required by Revenue
Authorities (SLAO) including procurement of
necessary 7/12 extracts, preparation of Land
schedule, tracing out of village maps (at the
same scale of revenue map), and taking out
ammonia prints (5copies), colouring the same,
showing the alignment on village map, taking
out 5xerox copies of questionnaries schedule of
land to be aquired respective 7/12 extracts &
binding in booklets (5Nos.) etc. complete.
As directed By Engineer-In-Charge.
Providing and fixing boundary stone (R.C.C.M-
15)of standard size 15cm.dia.on top, 25cm dia.
@ bottom and 90 cm in length with 4 bars of 6
mm dia.&5 stirrups as per IRC:25-
1967,including oil painting with two coats in
white colour to visible portion on all faces and
lettering “R.B.” with black oil paint etc.
complete.
As directed By Engineer-In-Charge.
Scanning and digitizing the surveyed plane
table on Autocad14 & preparing computor disk
etc. complete.
183
Completed Labour
Rate for 12-13 (in Rs)
SURVEY WORK (Private Agencies)
Item No.&
Item codeUnit
Description of Items /
Specification No.
10
Job 2990.00 0.00
Job 3600.00 0.00
11
Job 19670.00 0.00
Job 23600.00 0.00
12
Sq.Km. 20200.00 0.00Sq.Km. 22900.00 0.00
13
Job 5060.00 0.00
a) excluding taking trial pit.
b) including taking trial pit.
a) excluding taking trial pit.
b) including taking trial pit.
Carrying out Contour survey of stream on U/S
and D/S of proposed bridge site, including chain
and compass survey, taking levels at every 30 x
30 metre, preparing contour map and supplying
ammonia prints in 5 sets etc.complete
As directed by Engineer-In-Charge.
Preparing plans and estimates of minor bridge
with the help of approved detailed survey data
given by the competent authority, including
typing in 5 copies, ammonia prints, site plan,
other drawings with colouring of plans, proper
filling, indexing and paging,with all types of
compliacne, if required from department
etc.complete.
As directed by Engineer-In-Charge.
a) excluding chain and compass survey.
b) including chain and compass survey.
Preparing detailed estimate of C.D.Works with
five typed copies in proper file, including taking
out L-section of road,preparing catchment area
plan by traverse method, taking one trial pit of
size 1.0 x 1.0 x 1.5 mtr. with all types of
compliance,if required from department
etc.complete.
As directed by Engineer-In-Charge.
Carrying out survey for Minor Bridge including
taking L-section of existing road, two define
cross sections for, one at U/S, second at D/S,
one vergin cross section at alternate proposed
site, taking L-section of stream upto sufficient
length with chain and compass, taking three
trial pits of size 2.00 x 2.00 x 3.00 M. and
collecting samples of bed materials from trial pit
for ascertaining the silt factor unit test
etc.complete.
As directed by Engineer-In-Charge.
184
Completed Labour
Rate for 12-13 (in Rs)
SURVEY WORK (Private Agencies)
Item No.&
Item codeUnit
Description of Items /
Specification No.
14
Job 32540.00 0.00
Job 39050.00 0.00
15
Job 5320.00 0.00
As directed by Engineer-In-Charge.
Preparing detailed plans and estimate of major
bridge in 5 copies typed, on the basis of the
approved line diagram and technical note from
the competent authority including ammonia
prints of site plan,other drawings with colouring
of plans,proper filling, idexing and paging,with
all types of compliance if required from
department etc.complete
a) excluding taking trial pit.
b) including taking trial pit.
As directed by Engineer-In-Charge.
Carrying out detailed survey of major bridge
including taking out L-section of existing road,
two define cross sections for,one at U/S and
second at D/S, one vergin cross section at
alternate proposed site, L-section of stream
upto sufficient lengths with chain and compass,
taking five trial pits, three in bed and two on
banks of size 2.00 x 2.00 x 3.00 m, collecting
samples from trial pit,sending samples to
Government approved laboratories (testing
charges to he borne by agency) for ascertaining
the silt factor, carrying out unit test & specific
gravity, preparation of detailed survey data and
submission of the project fully typed colouring of
the ammonia prints, site plan and other
drawings,with all types of compliance if required
from department etc.complete.
185
Completed Labour
Rate for 12-13 (in Rs)
SURVEY WORK (Private Agencies)
Item No.&
Item codeUnit
Description of Items /
Specification No.
16
Job 11600.00 0.00
Job 13930.00 0.00
17
Job 4520.00 0.00
18
b) including taking trial pit.
Carrying out detailed survey of Raised cause
way including taking L-section of existing road,
taking two define cross sections for, one at
vergin, one at alternate proposed site,taking L-
section of stream upto sufficient length with
chain and compass, taking two trial pits of size
2.00 x 2.00 x 3.00 m., collecting sample from
trial pits sending samples to Government
approved laboratory (testing charges to he
borne by agency) for ascertaining the silt
factor,carrying out unit test & specific gravity,
preparation of detailed survey data and
submission of the project fully typed
copies,colouring of the ammonia prints, site
plan and other drawings with all types of
compliance if required from department
etc.complete.
a) excluding taking trial pit.
As directed by Engineer-In-Charge.
As directed by Engineer-In-Charge.
Conversion of Taluka map and cutting in to
standard A size sheet for scanning,scanning of
A size sheets of maps by sending to Advanced
Scanning center at Mumbai with courier,editing
of scanned images including
Scaling,Positioning and Speckling,raster to
Vector conversion of images using RTOV legal
softwares,stitching of converted images by way
of GCP into single Vector drawing AUTOCAD
vcr.12 legal software,
Preparing detailed plans and estimate of Raised
causeway in 5 copies duly typed,on the basis of
the approved detailed survey data given by
competent authority including ammonia prints of
site plan and other drawings, colouring of plans,
proper filling, indexing and paging with all types
of compliance if required from department etc.
complete.
186
Completed Labour
Rate for 12-13 (in Rs)
SURVEY WORK (Private Agencies)
Item No.&
Item codeUnit
Description of Items /
Specification No.
Tal. 6670.00 6447.00
19
Job 2500.00 0.00
20
Dist. 3340.00 3175.00As directed by Engineer-In-Charge.
Layering of drawing for colour separation
purpose organizing data by way to logical
grouping, assigning different colours of National
Highway, State Highway, Major district road
etc.,assigning different line types for existing
and proposed works,assigning different line
widths for villages, boundaries, forest areas
etc.,blocking the different roads with the
symbols for National Highway, State Highway,
Main District Road etc.,instating symbols for
villages etc.,inserting text in English at proper
locations for villages names, roads and
important places etc.,Trial plot for making
corrections on A1/A2 size, multiple colours
plotter in foot scale on white papers making
appropriate corrections in vector drawing and
updating all imformation,plotting of drawing with
high quality colour plotter as a final out put etc
complete.
Preparing District map including stitching of all
village maps by way of CCP in to single sector
drawing using AUTOCAD vcr.12 legal software,
Trial plot for making corrections on A1/A2 size
multi colour plotter in foot scale on white
paper,ploting drawing by high quality colour
plotter as a final output etc.complete
As directed by Engineer-In-Charge.
As directed by Engineer-In-Charge.
For text of villages in deonagari font extra work
would be follows including inserting text in
deonagari font at proper locations for village
names, roads and important place etc.,Trial plot
for making corrections on A1/A2 size multi
colour plotter in foot scale on white
paper,ploting of drawing on high quality colour
plotter as final output etc.complete
187
Completed Labour
Rate for 12-13 (in Rs)
SURVEY WORK (Private Agencies)
Item No.&
Item codeUnit
Description of Items /
Specification No.
BLANK
188
Completed Labour
1
Cassette
hour.
2145.00 0.00
2
i) Day 4180.00 0.00
ii) Day 5380.00 0.00
iii) Day 2345.00 0.00
3
i) 3 Copies 70.00 0.00
I)a 1 each 22.00 0.00
ii) 3 Copies 104.00 0.00
ii)a 1 each 22.00 0.00
iii) 3 Copies 175.00 0.00
iii)a 1 each 38.00 0.00
5"x 7" Size
Extra copies 5" x 7" Size
4" x 6" Size
Extra copies 4" x 6" Size
Still photos passport cut size
Extra copies passport cut size
Shooting of still photographs,outdoor and indoor, of
construction and other works of building, bridges,
roads etc. complete in District and outside District of
any distances.
As Directed by the Engineer-In-Charge
VIDEOGRAPHY
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
Within 50 Kms
Providing & carrying out video cassettee hour
shooting of roads, bridges, buildings, other
structures and programmes, including preliminary
survey, still shots moving shooting, transportation
of all equipments, persons required for shooting,
lighting arrangement as may be necessary, editing,
mixing, titling, lettering, sounding including cost of
two coloured cassette (C.D) of approved quality etc.
complete
As Directed by the Engineer-In-Charge
Preparing and carrying out video shooting of roads,
bridges, buildings, other structures and
progremmes, including hiring of vehicles,
equipment for video shooting, titling, lighting,
mixing, lettering, editing, including cost of two
colour cassettes(C.D)of approved make and quality
etc. complete.
As Directed by the Engineer-In-Charge
Beyond 50 Kms
Work upto 5 hours per day only
189
Completed Labour
VIDEOGRAPHY
Item No.&
Item code
Description of Items /
Specification No.Unit
Rate for 12-13 (in Rs)
4
i) AO ( 1165 X 817mm ) 1 each 770.00 0.00
ii) A1 ( 817 X 570mm ) 1 each 615.00 0.00
iii) A2 ( 570 X 396mm ) 1 each 530.00 0.00
iv) A3 ( 396 X 275mm ) 1 each 460.00 0.00
v) A4 ( 285 X 196mm ) 1 each 310.00 0.00
5
i) AO ( 1165 X 817mm ) 1 each 2450.00 0.00
ii) A1 ( 817 X 570mm ) 1 each 1850.00 0.00
iii) A2 ( 570 X 396mm ) 1 each 1700.00 0.00
iv) A3 ( 396 X 275mm ) 1 each 1225.00 0.00
v) A4 ( 285 X 196mm ) 1 each 770.00 0.00
6
i) AO ( 1165 X 817mm ) 1 each 925.00 0.00
ii) A1 ( 817 X 570mm ) 1 each 770.00 0.00
iii) A2 ( 570 X 396mm ) 1 each 700.00 0.00
iv) A3 ( 396 X 275mm ) 1 each 540.00 0.00
v) A4 ( 285 X 196mm ) 1 each 390.00 0.00
As Directed by the Engineer-In-Charge
Printing of drawing on Autocad in following size with
tracing on reproducting paper from available
sources etc. complete.
As Directed by the Engineer-In-Charge
Printing of drawing on Autocad with one proof print
for following size on plain white paper with black
colour print providing tracing with saving on disc
etc. complete.
As Directed by the Engineer-In-Charge
Editing and correction on drawing and giving the
print on tracing paper with tracing.
190
(in Rs.)
1 201 Clearing grass and removal of rubbish upto a
distance of 50 meters outside the periphery of the
area to be cleared
Hector 7341.00
2 201 Clearing and grubbing road land including
uprooting rank vegitation, grass,bushes
shrubs,sapling and trees of girth upto 300mm,
removal of stumps of trees cut earlier and disposal
of unserviceable material and stacking of
serviceable material to be used or auctioned upto a
lead 100 metres including removal and disposal of
top organic soil not exceeding 150 mm in thickness.
a) BY MANUAL MEANS
i) In area of light jungle Hector 30341.00
ii) In area of thorny jungle Hector 40725.00
b) BY MECHANIC MEANS
i) In area of light jungle Hector 17238.00
ii) In area of thorney jungle Hector 17232.00
3 202 Dismantling of existing structures like culverts,
bridges, retaining walls and other structure
comprising of masonry, cement concrete, wood
work, including T & P and scaffolding wherever
necessary, sorting the dismantled material, disposal
of unserviceable material and stacking the
serviceable material with all lifts and lead of 1000
metres
a) BY MANUAL MEANS
(a) Lime /cement concrete
i) Lime concrete/cement concrete
Grade M-10 and below
cu.m. 331.00
ii) Cement concrete grade M-15 & M-20 cu.m. 352.00
iii)Prestressed / Reinforced cement concrete grade
M-20 & above
cu.m. 500.00
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
SITE CLEARANCE AND DISMANTLING
191
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
(b) Dismantling Brick/Tile Work
i) In lime/Cement mortar cu.m. 221.00
ii) Dry brick pitching or brick soling cu.m. 163.00
.(c) Dismantling stone masonary
i) Rubble stone masonry in lime/cement morter cu.m. 191.00
ii) Dry rubble masonry cu.m. 183.00
iii) Dismantling stone pitching/dry stone spalls cu.m. 175.00
iv) Boulders laid in wire in wire crates including
opening of crates and stacking crates material.
cu.m. 194.00
(d) Steel work in all types of section upto a height of
5 m above plinth level excluding cutting rivet.
i) Including dismembering M.T. 1021.00
ii) Excluding dismembering M.T. 781.00
(c) Extra over item No.IV(a) & (b) for cutting rivets M.T. 20.00
(e) Scarping Plaster in Lime or Cement Mortar from
Bricks / Stone MasonrySqm. 17.00
(f) Removing all type of Hume Pipes and Stacking
within a lead of 1000 metres including Earthwork
and Dismantling of Masonry Works.
I) upto 600mm dia. pipes Rmt. 74.00
ii) Above 600mm to 900mm dia Rmt. 94.00
.iii) Above 900mm dia Rmt. 135.00
192
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
4 202 Dismantling of Flexible Pavements and disposal of
dismantled materials upto a lead of 1000 metres,
stacking serviceable and unserviceable materials
separately.
a) MANUAL MEANS
I) Bituminous course cu.m. 424.00
ii) Granular course cu.m. 241.00
b) MECHANICAL MEANS
I) Bituminous course cu.m. 149.00
193
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
1 301 Excavation for the roadway in soil using manual
means including dressing section to the required
grade, camber, side slopes and loading in a truck
and carrying of cut earth to embankment site with all
lifts and lead upto 1000 metre and spreading for
embankment or stacking, disposing as directed by
Engineer in charge.
a) Earth soil of all sorts sand, gravel or soft murum cu.m. 117.00
b) Hard murum cu.m. 133.00
c) Hard murum and boulders cu.m. 151.00
2 301 Excavation in ordinary rock using manual means
including dressing section to the required grade,
camber, side slopes and loading in a truck and
carrying of excavated material to embankment site
with all lifts and lead upto 1000 metre spreading for
embankment or stacking as directed by Engineer in
charge.
Cu.m. 294.00
3 302 Excavation for the roadway in hard rock
(requiring blasting) by drilling, blasting and
breaking, trimming of bottom and side slopes in
accordance with requirements of lines, grades and
cross section, loading and disposal of cut road with
in all lifts and lead upto 1000 metre spreading for
embankment or stacking as directed by Engineer in
charge.
Cu.m. 463.00
4 302 Excavation for the roadway in hard rock(blasting
prohibited) with including loading in tippers and
disposal within all lifts and lead upto 1000 metre,
dressing section by wedging, chiseling or line
drilling, in accordance with requirements of lines,
grades and cross section, spreading for
embankment or stacking as directed by Engineer in
charge.
cum. 691.00
EARTHWORK
194
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
5 302 Excavation for the roadway in marshy soil with
hydraulic excavator 0.9 cum bucket capacity
including cutting and loading in tippers and disposal
within all lifts and lead upto 1000 metre, trimming of
bottom and side slopes in accordance with
requirements of lines, grades and cross section, etc.
complete.
Cum. 82.00
6 305 Construction of embankment with approved
materials obtained from Private land/Barrow pit
including all lifts and lead transporting to site, laying
in layers of 250mm thick loose, breaking cloads
dressing to the required line, curves, grade and
section, watering the earth to O.M.C. and
compacting to meet requirements as per
specification 305-2 table 300-2
a) Compacting with vibratory roller Cum. 191.00
b) Compacting with Power roller Cum. 172.00
7 305 Construction of embankment with approved
materials deposited at site from roadway cutting and
excavation from drain and foundation of other
structure including all lifts and lead up to 15m. laying
in layers of 250mm thick loose, breaking cloads
dressing to the required line, curves, grade section,
watering the earth to O.M.C.and compacting to meet
requirements as per specification cl. 305-2 table 300-
2
a) Compacting with vibratory roller cu.m. 92.00
b) Compacting with power roller cu.m. 84.00
8 309 Construction of aggregate Sub-Surface
Drains 300 mm x 450 mm with aggregates
conforming to table 300-4. excavated material
to be utilised in roadway.
Rmt. --
195
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
1 401 (a)Granular Sub-Base with Coarse Graded Material
( Table:- 400- 2) (Construction of granular sub-base
by providing coarse graded material, spreading in
uniform layers with motor grader on prepared
surface, mixing by mix in place method with
rotavator at OMC, and compacting with vibratory
roller to achieve the desired density, complete as
per clause 401)
a) Plant mix Method for grade I cu.m. 852.00
b) Plant mix Method for grade II cu.m. 823.00
c) Plant mix Method for grade III cu.m. 754.00
2 401 (b)Granular Sub-Base with Coarse Graded Material
( Table:- 400- 2) (Construction of granular sub-base
by providing coarse graded material, spreading in
uniform layers with motor grader on prepared
surface, mixing by mix in place method with
rotavator at OMC, and compacting with power roller
to achieve the desired density, complete as per
clause 401)
a) By Mix in place Method for grade I cu.m. 748.00
b) By Mix in place Method for grade II cu.m. 734.00
c) By Mix in place Method for grade III cu.m. 709.00
3 404-3.2 Construction of inverted choke by providing,
laying, spreading and compacting of specified
graded aggregate in subbase course in uniform
layer on a prepared base with motor grader and
compacting with power roller etc.
cu.m. 474.00
4 404-3.1 Making 50 mm x 50 mm Furrows, 25 mm / 50 mm
deep, 450
to the center line of the road and at one
meter interval in the existing thin bituminous wearing
coarse including sweeping and disposal of
excavated material within 1000 metres complete.
Sqm 4.00
SUB BASES, BASES (NON-BITUMINOUS) AND SHOULDERS
196
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
5 404 Providing,laying,spreading and compacting stone
aggregates of specified sizes to water bound
macadam specification, including spreading in
uniform thickness,hand packing rolling with 3
wheeled steel / vibratory roller 8-10 tonnes in stages
to proper grade and camber,applying and brooming
requisite type of screening, binding materials to fill
up the interstics of coarse aggregates, watering and
compacting to the required density making
necessary earthen bund to protect edges, lighting,
guarding, barricading and maintenance of diversion
etc.complete
(a) By manual means
I) Grading - I Cu.m. 808.00
ii) Grading - II Cu.m. 969.00
iii) Grading - III Cu.m. 967.00
(b) By mechanical means
metal spreading is to be done by motor graders
I) Grading - I Cu.m. 619.00
ii) Grading - II Cu.m. 765.00
iii) Grading - III Cu.m. 724.00
6 406 Providing, laying, spreading and compacting graded
stone aggreagte to wet mix macadam
specifications including premixing the material with
water to OMC in mechanical mix Plant, carriage of
mixed material by tipper to site, laying in uniform
layers with paver in sub-base/base course on a well
prepared surface and compacting with power /
vibratory roller to achieve the desired density
including lighting, guarding, barricading and
maintenance of diversion with etc. complete.
Cu.m. 961.00
197
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
1 502 Providing and applying primer coat with bitumen
emulsion on prepared surface of granular base and
spraying primer at the rate of 0.60 Kg/sq.m using
mechanical means including clearing of road
surface.
Sq.M. 34.00
2 503 Providing and applying tack coat with bitumen
60/70 grade at the rate of ----- kg per sq.m on the
prepared bituminous/granular surface cleaned with
mechanical broom.
A) On black topped surface at 2.5/10 Sqm. Sq.M. 15.00
B) On granular surface at 3.50 Kg/10 Sqm. Sq.M. 20.00
3 504 Providing and laying bituminous macadam With 100-
120 TPH hot mix plant producing an average output
of 75 tonnes per hour using crushed aggregates of
specified grading premixed with bituminous binder,
transported to site, laid over a previously prepared
surface with paver finisher to the required grade,
level and alignment and rolled as per clauses 501.6
and 501.7 to achieve the desired compaction.
A) By use of Vibratory roller Cu.M. 6476.00
4 505 Providing and laying penetration macadam of 50
mm compacted thickness on prepared surface
incluing spreading course aggregate compacting
with 8-10 tonne smooth wheeled power roller for
required grade and camber applying hot bitumen by
pressure distributor at the specified rate applying
key aggregate compacting with 8-10 tonne smooth
wheeled power roller to achieve desire degree of
compaction.
Bitumen 60/70 grade @ 5kg/sq.m
A) By use of power roller Sqm. 344.00
B) By use of Vibratory roller Sqm. 342.00
BITUMINOUS CONSTRUCTION
198
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
5 506 Providing, laying & rolling of Builtup spray Grout
layer 75mm thick compacted thickness over
prepared base consisting of a 2 layers composite
construction of compacted crushed coarse
aggregates using motor grader for aggregates key
stone chips spreader may be used with application
of bitumen binder after each layer and with key
aggreates placed on top of second layer to serve as
a base confirming to the line, grades and cross
section specified & rolling with vibratory roller etc.
complete. Bitumen 60/70 grade @ 30kg per 10
sq.m. @ 15 kg per 10 sq.m. for each layer.
Sq.m. 268.00
6 507 Providing and laying hot mix hot laid Dence
Bituminous Macadm 50/75mm compacted
thickness with 4.25 % bitumen content by weight
of total mix on prepared surface with specified
gradedcrusher aggregates for the base/binding
course including loading of aggregates with
F.E.Loader, heating of stone aggregates and
bitumen and mixing, in modern drum mix type of hot
mix plant transporting the hot mix to work site laying
the mixed material with sensor paver finisher to the
required grade, level and camber, rolling by power
roller and vibratory roller to achieve the desired
density
(Grade of Bitumen should be 60/70)
Cum. 6257.00
A) Bitumen in bulk - 60/70-VG-30 Cum. 7701.00
B) Crumb Rubber Modified Bitumen CRMB - 55 Cum. 7400.00
7 509 Providing and laying bituminous concrete With 100-
120 TPH batch type hot mix plant producing an
average output of 75 tonnes per hour using crushed
aggregates of specified grading premixed with
bituminous binder @ 5.4 to 5.6 per cent of mix and
filler,transporting the hot mix to work site, laying with
a hydrostatic paver finisher with sensor control to the
required grade, level and alignment,rolling with
smooth wheeled,vibratery and tandem rollers to
achieve the desired compaction as per MORTH
specification clause No.509 complete in all respects.
199
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
8 Providing and laying surface dressing as wearing
course in single coat using crushed stone aggregate
of specified size on a layer of bituminous binder laid
on the prepared surface, and rolling with 8 -10
tonne smooth wheeled steel roller
a) 19 mm nominal chipping size @ 0.015 cum per
sqm and Bitumen @ 1.20 kg per sqm.
Sqm 73.00
b) 13 mm nominal chipping size @ 0.01 cumper
sqm and Bitumen @ 1.00 kg per sqm.
Sqm 59.00
Using Bitumen 60/70 Grade @ 14.60 kg /sqm
512 Providing and rolling of close graded premix mix
seal surfacing of 20 mm thickness composed of
11.2 mm to 0.09 mm (type a) or 13.2 mm to 0.09
mm (type b ) aggregate using 60/70 grade bitumen
@ 22kg/10sqm to the required line, grade and level
to serve as wearing course on a previously prepared
base including mixing in suitable HMP of appropriate
capacity and finishing to required level and grade.
Sqm.
9 511 Providing & laying and rolling open graded premix
surfacing 20 mm thick with specified graded
crushed aggregates for wearing course including
supplying all materials, preparing and cieaning the
base, loading of aggregate with F.E loader, heating
bitumen and aggregates in modern drum type hot
mix plant of appropriate capacity transporting the
mixed material to work site and laying with paver
finisher to the required level and grade rolling with
power roller 8 - 10 tonne capacity.
Sqm. 110.00
147.00
11 513 a) Providing and laying of seal coat for sealing the
voids in a bituminous surface laid to the specified
level, grade and cross fall followed by a cover of
stone chipping of 6.7mm size @ 0.09 cum & rolling
with 8 to 10 tonne capacity per 10 cum per 10 sqm
& rolling with 8 -10 tonne capacity power roller. (
using bitumen 60 / 70 grade @ the rate of 9.8 Kg/10
sqmt.)
note : seal coat is to be provided immediately over
the bituminous layer.
Sq.m. 56.00
10
200
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
12 513 b)Providing and laying of premix sand seal coat
with HMP of appropriate capacity using crushed
stone chipping of 6.7 mm size @ 0.06 cum per 10
sqm laying of mixed material with sensor paver and
rolling with power roller 8-10 tonne capacity using
bitumen 60 / 70 grade @ the rate of 6.8 Kg/10
sqmt.)
Sq.m. 45.00
note : seal coat is to be provided over the premix
carpet on the same day.
201
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
1 408 Providing & laying in situ Cement concrete 1:3:6
mix with trap stone aggregate 40 millimetre nominal
size mechanically mixed and vibrated in foundation
upto a depth of 1.5 metres below ground level and
upto a height of 1.50 m.above ground / bed level
including formwork, bailingout water, if necessary,
curing etc. complete.
Cum. 3480.00
2 1013 Providing and Laying Reinforced Cement
Concrete Pipe NP 4 /Prestressed concrete pipe on
first class bedding in single row for culverts of
granular material in single row of various diameter in
proper line, level and slopeincluding fixing collar with
cement mortar 1:2 but excluding excavation,
protection works, backfilling, concrete and masonry
works in head walls and parapets.
Rmt.
a) 900 mm dia 6135.00
b) 1000 mm dia 8044.00
c) 1200 mm dia 9564.00
PIPE CULVERTS
202
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
TRAFFIC AND TRANSPORTATION1 408 Construction of cement concrete kerb with top
and bottom width 115 and 165 respectively, 250 mm
high in M 20 grade PCC on M-10 gradeoundation
150 mm thick, foundation having 50 mm projection
beyond kerb stone, kerb stone laid with kerb laying
machine, foundation concrete laid manually, etc.
complete.
Rmt. 243.00
2 801 Painting new letrers and figures of any shade with
synthetic enamel paint black or any other approved
colour to give an even shade.
Per Cm
Ht.per
letter
a) Hindi/Marathi (Matras, commasand the like not
to be measured and paid for Half letters shall be
counted as half.)
1.00
b) English and Roman 1.00
3 800 Painting two coats after filling the surface with
synthetic enamel paint in all shades on new
plastered concrete surfaces
Sq.m. 46.00
4 803 Painting lines,dashes,arrows etc. on roads in two
coats on new Work Painting lines,dashes,arrows
etc. on roads in two coats on New Work with ready
mixed road marking paint conforming to IS:164 on
bituminous surface, including cleaning the surface of
all dirt, dust and other foreign matter, demarcation at
site and traffic control.
Sq.M.
a) On New Work
I) Over 10 cm in width (White and Yellow) 95.00
ii) Upto 10 cm in width 86.00
b) On Old Work
I) Over 10 cm in width (White and Yellow) 68.00
ii) Upto 10 cm in width 74.00
5 801 a) Providing and fixing letters from reflective tape
of approved quality of standard width.
per letter
per cm.
height
2.00
801 b) Providing and fixing Border from reflective tape
of approved quality and standard width.
per cm.
Length
2.00
203
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
6 803 Providing and applying hot applied thermoplastic
compound 2.50 mm thick including reflectorising
glass beads @ 250 gms per sqmt. area, thickness of
2.50 mm is exclusive of surface applied glass beads
as per IRC 35. The finished surface to be level,
uniform and free from streaks and holes ect.
complete.
Sq.mt. 914.00
( with 3 years guarantee)
7 805 Supplying and installation of delenator (road way
indicators, hazard markers, object markers) 80-100
cm high above ground level, painted black and white
in 15 cm wide strips, fitted with 80 x 100 mm
rectangular or 75 mm dia circular reflectorised
panels at the top, buried or pressed into the ground
and conforming to IRC-79 and the drawing.
No. 845.00
204
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
ROAD SIGN BOARDS
1 801 Providing and erecting direction and place
identification retro- reflectorised sign boards as
per IRC :67 made of high intensity grade sheeting
vide clause 801.3, fixed over aluminium sheeting, 2
mm thick with area not exceeding 0.9 sqm
supported on a mild steel angle iron post 75 mm x
75 mm x 6 mm, including conveying and fixing firmly
to the ground by means of properly designed
foundation with M 15 grade cement concrete45 cm x
45 cm x 60 cm, 60 cm below ground level as per
approved drawing with 7 years guarantee for the
sheeting etc. complete.
Sq.m. 11816.00
2 801 Providing and erecting direction and place
identification retro- reflectorised sign boards as
per IRC :67 made of high intensity grade sheeting
vide clause 801.3, fixed over aluminium sheeting, 2
mm thick with area exceeding 0.9 sqm supported
on a mild steel angle iron post 75 mm x 75 mm x 6
mm, 2 nos. including conveying and fixing firmly to
the ground by means of properly designed
foundation with M 15 grade cement concrete45 cm x
45 cm x 60 cm, 60 cm below ground level as per
approved drawing with 7 years guarantee for the
sheeting etc. complete.
Sq.m. 12910.00
3 Providing Cautionary sign boards
90cm.equliatterial with apex point upward prepared
on fiber reinforced plate 3.0 millimeter thick bonded
with white retro reflective sheeting on Engineering
grade having pressure sensitive/heat activated
adhesive retro reflective white back ground and red
border and back side gray, retro reflective symbols,
letters numerals arrow, one M. S. angle post of 65 x
65 x 6milimetre size and 3.65 meter long, inflated
bottom and drilled on top and painting posts with
white & black border of 25 centimeters, fitting boards
to post with 2 numbers of strong G.I bolts and nuts
including transportation fixing in executed with prior
approval Of Superintending IRC-67 of 2001
A) i) Cautionary sign boards 90cm.equilateral
triangle
No. 7128.00
ii) High intencity grade No. 8618.00
205
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
B) i) Information sign boards of size 60 x 80 cm No. 9249.00
ii) High intencity grade No. 10799.00
C) i) Prohibitory sign boards having size
60cm.Circular
No. 6874.00
ii) High intencity grade No. 7026.00
4 Providing & fixing road junction /information sign
boards of size-------prepared fiber reinforced plate
4.0 millimeter thick on frame of 40x 40 mm angle
with support of 40 mm m.s patti of 6.00 mm thick for
strengthening including bonded with blue retro
reflective sheeting of Engineering grade having
pressure sensitive/heat activated adhesive retro
reflective symbols, letter, number, arrows with two
m.s angle post of 65 x 65x 6 mm size and 3.65
meter long in one pieces with out joint inflow at
bottom and drilled on top with bracing of 40x40 x5
mm m.s angle and painting with white and black
border of 25 mm, fixing boards on post with
including transportation fixing in 1:4:8 cement
concrete block of 60 x 60x 75cm.size at site etc.
complete. (The work to be executed with prior
approval of Superintending Engineer). IRC-67 of
2001
A) i) Board size 1.20 X 0.90 meter No. 18855.00
ii) High intencity grade No. 21547.00
B) i) Board size 1.80 X 0.90 meter No. 40300.00
ii) High intencity grade No. 47550.00
206
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
FOUNDATION
1 1500 &
1711
Providing & laying plain cement concrete 1:3:6
nominal mix in foundation with crushed stone
aggregate 40 mm nominal size mechanically mixed,
placed in foundation and compacted by vibration
including curing for 14 days.
Cu.m. 3282.00
2 1400
1405 &
2200
Providing random rubble stone masonry of trap
stone in cement mortar 1:3 in foundation / sub
structure as per drawing and specification striking
joints of non exposed faces and pointing the
exposed faces with cement mortar 1:3 including
scaffolding and watering including bailing out water
manually etc. complete.
Cu.m. 2512.00
3 1204 &
1904
Providing fabricating and setting out cutting edge
of mild steel weighing 40 kg per metre for well
foundation complete as per drawing and technical
specification etc. complete.
Tonne 69370.00
4 1209 Providing and filling in wells with well graded
sand / rubble and sand /shingle incluing
compacting between top and bottom plug.
Cu.m. 722.00
5 710 IRC
78 &
2204
Providing Back Filling behind abutment, wing
wall and return wall including watering and
compacting complete as per drawing and technical
specification.
Cu.m.
a) Gravelly material / Trap rubble 399.00
b) Sandy material 599.00
c) Filter medium behind abutment,wing wall and
return wall complete as per drawing and Technical
specification
477.00
207
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
6 1600 a) Providing and cutting bending hooking layingand
tying in position HYSD steel bar for reinforcement
as per detailed drawings for all RCC members.
MT 55971.00
b) Mild Steel Bar MT 51859.00
c) Thermo Mechanically Treated Bar 60966.00
7 1204 &
1904
Providing, placing and driving in position 6 mm thick
permanent M.S. liner upto required depth with 12
mm thick M.S. cutting edge of 0 .5 metre lenth of
bottom including fabricating, cutting the M.S. sheet
to required diametre and shape, welding the joints
and driving with the help of required machineries
including all materials, labour and lift etc. complete.
MT 77247.00
208
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
SUBSTRUCTURE
1 2000 Supplying,fitting and fixing in position true to line &
level cast steel rocker bearing conforming to
IRC:83(Pt-I) Section IX and clause 2003 of
MORTH specificationcomplete including all
accessories as per drawing and Technical
specification.
Per
tonne
capacity
438.00
2 2000 Supplying,fitting & fixing in position true to line &
level fordge steel roller bearing conforming to
IRC:83(Pt-I) Section IX and clause 2003 of MoRTH
specificationcomplete including all accessories as
per drawing and Technical specification.
Per
tonne
capacity
733.00
3 2000 Supplying, fitting and fixing in position true to line &
level sliding plate bearing with PTFE surface
sliding on stainless steel complete including
accessories as per drawing and technical
specification and BS:5400, section9.1&
9.2(forPTTE) and clause 2004 of MORTH
specification
Per
tonne
capacity
227.00
4 2000 Supplying,fitting and fixing in position trueto line and
level elastomeric bearing conforming to IRC:83(Pt-
I) Section IX and clause 2005 of MoRTH
specification complete including all accessories as
per drawing and Technical specification.
Per
Cubic
Centi-
metre
1.40
5 2000 Supplying,fitting and fixing in position, true to line
and level POT- PTFE bearing consisting of a metal
piston supported by a disc or unreinforced elastomer
confined within a metal cylinder, sealing rings, dust
seals, PTEE surface sliding against stainless steel
mating surface, complete assembly to be of cast
steel / fabricated structural steel, metal and
elastomer elements to be as per IRC: 83 part-I & II
respectively and other parts conforming to BS: 5400,
Sections 9.1 & 9..2 and clause 2006 of MoRTH
specifications complete as per drawing and
approved technical specifications
Per
tonne
capacity
166.00
209
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
6 2000 Supplying,fitting and fixing in position,true to lind and
level sliding plate bearing with stainless steel plate
sliding on stainless steel plate with mild steel matrix
complete including all accessories as per drawing
and technical specifications.
Per
tonne
capacity
256.00
7 2706 a) Providing weep hoels in plain/reinforced concrete
in abutments, riding returen, return wall with 100 mm
dia. A.C. pipe, extending through the full width of
the structure with slope of 1V : 20 H towards
drawing force etc. complete as per drawing
andechnical Specification
Rmt. 121.00
b) Using P.V.C. pipe, 100 mm dia. 122.00
8 2600 Providing and fixing single strip modular type
expansion joint material inclusive of german
mported edge beams and elastomeric strip seal
along with indigenous fabricated anchorage system
for fixing the deck for movement of +/-35 mm (total
70 mm ) as per MORT&H specification under
supervision of specilised manufacturere.
Rmt. 13000.00
210
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
SUPERSTRUCTURE1 1900 &
2700
Providing the railing of mild steel angle post or
mild steel channel post ,mild steel flat ,nuts and bolt
as per detailed drawing including scaffolding and
fixing complete(As per MORT&H drawing BD/1-88)
Rmt. 3272.00
2 Providing and laying 22mm thick precast Sq.m. 444.00
cement concrete chequrred tiles on footpath over
20mm thick bed of cement morter (1:3) ncluding
curing and cleaning complete as per the drawing
and technical specifications.
3 2705 Providing and fixing G. I. pipe drainage water-
spouts complete as per drawing and technical
specification (1m length) including M.S.grating
260mm x 260mm
No. 1163.00
4 803 Painting on kerbs in black and yellow alternate
bands complete as per drawing and technical
specifications
Sq.m. 82.00
5 1500 &
1700
Providing Fusion Bonded epoxy coating to
reinforcing bars as per IS:3620-1993 specification
for a thickness of 175+/- 50 microns including
testing of coating at plant, extra cost for careful
handing using PVC coating, binding wires instead of
G.I. Wires, touching up the material suplied repair
work etc. complete as per detailed specification.
(Lead 200 Km to and fro from plant)etc. complete.
Tonne
a) Up to 20mm dia bar (including 20mm dia bar ) 12885.00
211
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
PROTECTIVE WORKS
1 2503 Providing and laying apron With trap / boulder etc.
complete as per the drawings and technical
specifications.
Cu.m. 810.00
2 2504 Providing pitching on slopes complete as per
drawing and technical specifications .
Cu.m.
A) with trap stone 730.00
3 810 Providing and erecting “W” metal beamcrash barrier
comprising of 3 mm thick corrugated sheet metal
beam rail, 70 cm above raod/ground level, fixed on
ISMC series channel vertical post, 150 x 75 x 5
millimeter spaced 2m. centre to center, 1.8, metre
high, 1.1 metre below ground/ road level, all steel
parts and fitments to be galvanised by hot dip
process, all fittings to conform to IS : 1367 and IS :
1364, metal beam rail to be fixed on the vertical post
with a spacer of channel section 150 x 75 x 5mm,
330 mm long complete as per clause 810.
RTM 4005.00
212
(in Rs.)
Rates for
12-13Item
No.
Ref. to
MORT&H
Spec. Cl.
4th
Description of Items Unit
REPAIR AND REHABILITATION
1 2809 Removal of existing cement concrete Cu.m. 369.00
wearing coat manually on with the help of jack
hammers including its disposal complete as per the
technical specifications without causing any
detrimental effects to any part of the bridge
structure.
2 2803 Sealingof cracks by injection process through
nipples complete as per drawing and technical
specifications with
Kg.
a) Cement grout 74.00
b) Epoxy grout 1494.00
3 2804 Applying the epoxy morter over leached Sq.m. 666.00
honeycombed and spalled concrete surface and
exposed steel reinforcement complete as per the
technical specifications .
4 -- cu.m. 1403.00Gabian structure for Retaining Earth- Providing and
construction of a Gabian structure for retaining earth
with segment of wire crates of size 7m x 3m x 0.6m
each devided into 1.5m compartments by cross
netting, made from 4mm galvanised steel wire @
32kg per 10 sq.mt. having minimum tensile strength
of 300 mpa conforming to is:280 and galvanizing
coating conformoing to is:4826, woven into mesh
with double twist,mesh size not exceeding 100 x100
mm filled with boulders with least dimension of
200mm all loose ends to be tied with 4mm
galvanised steel wire.
Spec.No.MORT&H-2503.3.
213
STATEMENT 'C' CARRIAGE OF MATERIALS OVER DISTANCE EXCEEDING 0.05 KM. INCLUDING LOADING AND UNLOADING
Lead in
km
Average
speed
km/hour
Factor
F
No.of
trips in
8 Hour
Kms
done
Quantity
of diesel
in lit.
Cost of
diesel at
Rs./lit.52.
45
Quantity
of
mobile
oil
Cost of
oil per lit.
Rs.240
Cost of 6
mazdoor
at Rs.
Hire
charges
of truck
Rs.1500
Total cost
7+9+
10+11
Add 10%
over
head
charges
Total of
12+13
Cost per
Trip
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
0.50 15.00 2.00 7.48 13.50 3.38 177.28 0.10 24.00 1380.00 1500.00 3081.28 308.13 3389.41 453.13
1.00 16.00 2.00 7.11 20.22 5.06 265.40 0.14 33.60 1380.00 1500.00 3179.00 317.90 3496.90 491.83
1.50 16.50 2.00 6.77 26.31 6.58 345.12 0.19 45.60 1380.00 1500.00 3270.72 327.07 3597.79 531.43
2.00 17.00 2.00 6.48 31.92 7.98 418.55 0.23 55.20 1380.00 1500.00 3353.75 335.38 3689.13 569.31
2.50 17.25 2.00 6.20 37.00 9.25 485.16 0.26 62.40 1380.00 1500.00 3427.56 342.76 3770.32 608.12
3.00 17.50 2.00 5.96 41.76 10.44 547.58 0.30 72.00 1380.00 1500.00 3499.58 349.96 3849.54 645.90
3.50 17.75 2.00 5.74 46.16 11.54 605.27 0.33 79.20 1380.00 1500.00 3564.47 356.45 3920.92 683.09
4.00 18.00 2.00 5.54 50.31 12.58 659.82 0.36 86.40 1380.00 1500.00 3626.22 362.62 3988.84 720.01
4.50 18.25 2.00 5.36 54.22 13.56 711.22 0.39 93.60 1380.00 1500.00 3684.82 368.48 4053.30 756.21
5.00 18.50 2.00 5.19 57.93 14.48 759.48 0.41 98.40 1380.00 1500.00 3737.88 373.79 4111.66 792.23
6.00 18.75 2.00 4.88 64.54 16.14 846.54 0.46 110.40 1380.00 1500.00 3836.94 383.69 4220.64 864.88
7.00 19.00 2.00 4.61 70.48 17.62 924.17 0.50 120.00 1380.00 1500.00 3924.17 392.42 4316.59 936.35
8.00 19.30 2.00 4.37 75.98 19.00 996.55 0.54 129.60 1380.00 1500.00 4006.15 400.62 4406.77 1008.41
9.00 19.60 2.00 4.17 81.06 20.27 1063.16 0.58 139.20 1380.00 1500.00 4082.36 408.24 4490.60 1076.88
10.00 20.00 2.00 4.00 86.00 21.50 1127.68 0.61 146.40 1380.00 1500.00 4154.08 415.41 4569.48 1142.37
15.00 25.00 2.00 3.64 115.09 28.77 1508.99 0.82 196.80 1380.00 1500.00 4585.79 458.58 5044.37 1385.81
20.00 25.00 2.00 3.08 129.08 32.27 1692.56 0.92 220.80 1380.00 1500.00 4793.36 479.34 5272.70 1711.91
25.00 25.00 2.00 2.67 139.33 34.83 1826.83 1.00 240.00 1380.00 1500.00 4946.83 494.68 5441.52 2038.02
214
STATEMENT 'C'
TRANSPORTATION CHARGES
Lead in
km
Average
speed
km/hour
Factor
F
No.of
trips in
8 Hour
Kms
done
Quantity
of diesel
in lit.
Cost of
diesel at
Rs./lit.52.
45
Quantity
of
mobile
oil
Cost of
oil per lit.
Rs.240
Cost of 6
mazdoor
at Rs.
Hire
charges
of truck
Rs.1500
Total cost
7+9+
10+11
Add 10%
over
head
charges
Total of
12+13
Cost per
Trip
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
30.00 25.00 2.00 2.35 147.80 36.95 1938.03 1.05 252.00 1380.00 1500.00 5070.03 507.00 5577.03 2373.20
35.00 30.00 2.00 2.40 174.00 43.50 2281.58 1.24 297.60 1380.00 1500.00 5459.18 545.92 6005.09 2502.12
40.00 30.00 2.00 2.18 180.55 45.14 2367.59 1.29 309.60 1380.00 1500.00 5557.19 555.72 6112.91 2804.09
45.00 30.00 2.00 2.00 186.00 46.50 2438.93 1.33 319.20 1380.00 1500.00 5638.13 563.81 6201.94 3100.97
50.00 30.00 2.00 1.85 191.00 47.75 2504.49 1.36 326.40 1380.00 1500.00 5710.89 571.09 6281.98 3395.66
60.00 30.00 2.00 1.60 198.00 49.50 2596.28 1.41 338.40 1380.00 1500.00 5814.68 581.47 6396.14 3997.59
70.00 30.00 2.00 1.41 203.40 50.85 2667.08 1.45 348.00 1380.00 1500.00 5895.08 589.51 6484.59 4599.00
80.00 30.00 2.00 1.26 207.60 51.90 2722.16 1.49 357.60 1380.00 1500.00 5959.76 595.98 6555.73 5202.96
90.00 30.00 2.00 1.14 211.20 52.80 2769.36 1.51 362.40 1380.00 1500.00 6011.76 601.18 6612.94 5800.82
100.00 30.00 2.00 1.10 214.00 53.50 2806.08 1.53 367.20 1380.00 1500.00 6053.28 605.33 6658.60 6053.28
125.00 40.00 2.00 1.04 281.00 70.25 3684.61 2.01 482.40 1380.00 1500.00 7047.01 704.70 7751.71 7453.57
150.00 40.00 2.00 0.94 288.00 72.00 3776.40 2.06 494.40 1380.00 1500.00 7150.80 715.08 7865.88 8367.96
175.00 40.00 2.00 0.82 295.00 73.25 3841.96 2.09 501.60 1380.00 1500.00 7223.56 722.36 7945.92 9690.14
200.00 40.00 2.00 0.73 296.91 74.23 3893.36 2.12 508.80 1380.00 1500.00 7282.16 728.22 8010.38 10973.12
215
600 to
750mm
dia.
800 to
1000mm
dia.
1200mm
dia.
Task/trip 5.75cumt 5.75cumt 5.50cumt 4.70cumt 9.00M.T. 7.50M.T. 6.0cumt 3500No. 5000No. 110Sqm. 30 Rmt. 15 Rmt. 5 Rmt.
Unit Per per cumt per cumt per cumt per cumt per M.T. per M.T. per cumt 1000No. 1000No. per sqm. Rmt Rmt Rmt
0.50 453.13 78.81 78.81 82.39 96.41 50.35 60.42 75.52 129.47 90.63 4.12 15.10 30.21 90.63
1.00 491.83 85.54 85.54 89.42 104.64 54.65 65.58 81.97 140.52 98.37 4.47 16.39 32.79 98.37
1.50 531.43 92.42 92.42 96.62 113.07 59.05 70.86 88.57 151.84 106.29 4.83 17.71 35.43 106.29
2.00 569.31 99.01 99.01 103.51 121.13 63.26 75.91 94.88 162.66 113.86 5.18 18.98 37.95 113.86
2.50 608.12 105.76 105.76 110.57 129.39 67.57 81.08 101.35 173.75 121.62 5.53 20.27 40.54 121.62
3.00 645.90 112.33 112.33 117.44 137.42 71.77 86.12 107.65 184.54 129.18 5.87 21.53 43.06 129.18
3.50 683.09 118.80 118.80 124.20 145.34 75.90 91.08 113.85 195.17 136.62 6.21 22.77 45.54 136.62
4.00 720.01 125.22 125.22 130.91 153.19 80.00 96.00 120.00 205.72 144.00 6.55 24.00 48.00 144.00
4.50 756.21 131.52 131.52 137.49 160.90 84.02 100.83 126.04 216.06 151.24 6.87 25.21 50.41 151.24
5.00 792.23 137.78 137.78 144.04 168.56 88.03 105.63 132.04 226.35 158.45 7.20 26.41 52.82 158.45
6.00 864.88 150.41 150.41 157.25 184.02 96.10 115.32 144.15 247.11 172.98 7.86 28.83 57.66 172.98
7.00 936.35 162.84 162.84 170.25 199.22 104.04 124.85 156.06 267.53 187.27 8.51 31.21 62.42 187.27
8.00 1008.41 175.38 175.38 183.35 214.56 112.05 134.46 168.07 288.12 201.68 9.17 33.61 67.23 201.68
9.00 1076.88 187.28 187.28 195.80 229.12 119.65 143.58 179.48 307.68 215.38 9.79 35.90 71.79 215.38
10.00 1142.37 198.67 198.67 207.70 243.06 126.93 152.32 190.40 326.39 228.47 10.39 38.08 76.16 228.47
48.68 8.47 8.47 8.85 10.36 5.41 6.49 8.11 13.91 9.74 0.44 1.62 3.25 9.74
15.00 1385.81 241.01 241.01 251.97 294.85 153.98 184.78 230.97 395.95 277.16 12.60 46.19 92.39 277.16
65.22 11.34 11.34 11.86 13.88 7.25 8.70 10.87 18.63 13.04 0.59 2.17 4.35 13.04
20.00 1711.91 297.72 297.72 311.26 364.24 190.21 228.26 285.32 489.12 342.38 15.56 57.06 114.13 342.38
65.22 11.34 11.34 11.86 13.88 7.25 8.70 10.87 18.63 13.04 0.59 2.17 4.35 13.04
25.00 2038.02 354.44 354.44 370.55 433.62 226.45 271.74 339.67 582.29 407.60 18.53 67.93 135.87 407.60
67.03 11.66 11.66 12.19 14.26 7.45 8.94 11.17 19.15 13.41 0.61 2.23 4.47 13.41
30.00 2373.20 412.73 412.73 431.49 504.94 263.69 316.43 395.53 678.06 474.64 21.57 79.11 158.21 474.64
25.78 4.48 4.48 4.69 5.49 2.86 3.44 4.30 7.37 5.16 0.23 0.86 1.72 5.16
35.00 2502.12 435.15 435.15 454.93 532.37 278.01 333.62 417.02 714.89 500.42 22.75 83.40 166.81 500.42
STATEMENT 'C-1'
Lead in
km
Cost per
trip
Steel,
cement,
RCC
blocks
G.I.sheets
Bulk
Bitumen
Earth,
murum,
bldg,
debris
lime
Sand,
crushed
Metal,
Stone Dust
Timber
Hand
Broken
metal
40mm and
above
Rubble
21
6
R.C.C. Hume Pipe For C.D. workConcrete
Block and
Laterite
Stone
Bricks Roofing
Tiles
All types
of
flooring
600 to
750mm
dia.
800 to
1000mm
dia.
1200mm
dia.
Lead in
km
Cost per
trip
Steel,
cement,
RCC
blocks
G.I.sheets
Bulk
Bitumen
Earth,
murum,
bldg,
debris
lime
Sand,
crushed
Metal,
Stone Dust
Timber
Hand
Broken
metal
40mm and
above
Rubble R.C.C. Hume Pipe For C.D. workConcrete
Block and
Laterite
Stone
Bricks Roofing
Tiles
All types
of
flooring
60.39 10.50 10.50 10.98 12.85 6.71 8.05 10.07 17.25 12.08 0.55 2.01 4.03 12.08
40.00 2804.09 487.67 487.67 509.83 596.61 311.57 373.88 467.35 801.17 560.82 25.49 93.47 186.94 560.82
59.37 10.33 10.33 10.79 12.63 6.60 7.92 9.90 16.96 11.87 0.54 1.98 3.96 11.87
45.00 3100.97 539.30 539.30 563.81 659.78 344.55 413.46 516.83 885.99 620.19 28.19 103.37 206.73 620.19
58.93 10.25 10.25 10.71 12.54 6.55 7.86 9.82 16.84 11.79 0.54 1.96 3.93 11.79
50.00 3395.66 590.55 590.55 617.39 722.48 377.30 452.76 565.94 970.19 679.13 30.87 113.19 226.38 679.13
60.19 10.47 10.47 10.94 12.81 6.69 8.03 10.03 17.20 12.04 0.55 2.01 4.01 12.04
60.00 3997.59 695.23 695.23 726.83 850.55 444.18 533.01 666.26 1142.17 799.52 36.34 133.25 266.51 799.52
60.14 10.46 10.46 10.93 12.80 6.68 8.02 10.02 17.18 12.03 0.55 2.00 4.01 12.03
70.00 4599.00 799.83 799.83 836.18 978.51 511.00 613.20 766.50 1314.00 919.80 41.81 153.30 306.60 919.80
60.39 10.50 10.50 10.98 12.85 6.71 8.05 10.07 17.25 12.08 0.55 2.01 4.03 12.08
80.00 5202.96 904.86 904.86 945.99 1107.01 578.11 693.73 867.16 1486.56 1040.59 47.30 173.43 346.86 1040.59
59.78 10.40 10.40 10.87 12.72 6.64 7.97 9.96 17.08 11.96 0.54 1.99 3.99 11.96
90.00 5800.82 1008.84 1008.84 1054.69 1234.22 644.54 773.44 966.80 1657.38 1160.16 52.73 193.36 386.72 1160.16
25.24 4.39 4.39 4.59 5.37 2.80 3.37 4.21 7.21 5.05 0.23 0.84 1.68 5.05
100 6053.28 1052.74 1052.74 1100.60 1287.93 672.59 807.10 1008.88 1729.51 1210.66 55.03 201.78 403.55 1210.66
56.01 9.74 9.74 10.18 11.92 6.22 7.47 9.34 16.00 11.20 0.51 1.87 3.73 11.20
125 7453.57 1296.27 1296.27 1355.19 1585.87 828.17 993.81 1242.26 2129.59 1490.71 67.76 248.45 496.90 1490.71
36.57 6.36 6.36 6.65 7.78 4.06 4.88 6.10 10.45 7.31 0.33 1.22 2.44 7.31
150 8367.96 1455.30 1455.30 1521.45 1780.42 929.77 1115.73 1394.66 2390.84 1673.59 76.07 278.93 557.86 1673.59
52.88 9.20 9.20 9.61 11.25 5.88 7.05 8.81 15.11 10.58 0.48 1.76 3.53 10.58
175 9690.14 1685.24 1685.24 1761.84 2061.73 1076.68 1292.02 1615.02 2768.61 1938.03 88.09 323.00 646.01 1938.03
51.31 8.92 8.92 9.33 10.92 5.70 6.84 8.55 14.66 10.26 0.47 1.71 3.42 10.26
200 ####### 1908.37 1908.37 1995.11 2334.71 1219.24 1463.08 1828.85 3135.18 2194.62 99.76 365.77 731.54 2194.62
21
7
Loading
carriage
upto 50 m
lead
Unloading
carriage
upto 50 m
lead
Stacking
carriageupt
o 50 m
lead
1Boulders, Rubble stones and metal
of all the sizes Cu.m. 18.00 12.00 11.00
2Murum, Sand Gravel, stone dust,
Earth and other loos materials. Cu.m. 10.00 7.00 7.00
3 Cement, Lime M.T. 32.00 27.00 12.00
4Mild Steel and H.Y.S.D. bars of all
the diametres and structural steel. M.T. 35.00 28.00 21.00
5 Bricks1000
Nos.22.00 19.00 11.00
6 Shahabad Stones Sq.M. 1.20 1.20 1.20
7Manglore tile, Ridges, Hips, single
Allahabad Tiles and Country Tiles.1000
Nos.14.00 11.00 10.00
8 R.C.C. pipes with collars M.T. 32.00 32.00 9.00
9 Timber Cu.m. 14.00 10.00 6.00
10 Flooring tiles1000
Nos.21.00 16.00 12.50
11 Asphalt pack tins M.T. 39.00 28.00 16.50
Sr.No. Unit 2011-2012 2012-2013
1 Cu.m. 17.50 18.00
2 Cu.m. 13.20 13.50
3 Cu.m. 21.00 21.50
Rates for
101 metres to 200 metres
Transportation charges by Head load
Description of leads
0 metres to 50 metres (initial lead 50mt.)
51 meters to 100 metres
STATEMENT 'C-2'
LOADING, UNLOADING & STACKING
Sr. No. Materials Unit
218
Sr.
No.
Description Rates Sr.
No.
Description Rates
1 Asphalt Sprayer Skilled 274.00 36 Mazdoor, unskilled Heavy / male 266.00
2 Assistant plumber, skilled 274.00 37 Mazdoor, unskilled light / female 266.00
3 Bandhani Semiskilled 270.00 38 Mechanic 274.00
4 Barbender Skilled 274.00 39 Minor or blaster semiskilled 270.00
5 Beldar Skilled 274.00 40 Navaghani 270.00
6 Below Boy 266.00 41 Painter first class, skilled 277.00
7 Bhisti (mixing/curing) semi-skilled 270.00 42 Painter second class, skilled 274.00
8 Blacksmith with tools second class 274.00 43 Painter (white washer) semi skilled 270.00
9 Boreman skilled 274.00 44 Plumber with tools, skilled 277.00
10 Breaker Semiskilled 270.00 45 Polishman, semi skilled 270.00
11 Carpenter second class skilled 277.00 46 Quarry man semiskilled 270.00
12 Carpenter first class, skilled 277.00 47 Skilled Labour 274.00
13 Chiseller, semiskilled 270.00 48 Stonecutter with tools, semiskilled 270.00
14 Compressor operator 270.00 49 Supervisor 277.00
15 Ecavator, heavy unskilled 266.00 50 Tar Handler, Semiskilled 270.00
16 Electrician 274.00 51 Tile Turner, Semiskilled 270.00
17 Engraver for lettering skilled 277.00 52 Tinsmith with tools, semiskilled 270.00
18 Fitter second class with tools, skilled 274.00 53 Traffic enumerator 277.00
19 Fitter first class with tools, skilled 277.00 54 Tree cutter, semiskilled 270.00
20 Foreman, skilled 274.00 55 Vibrator Operator (skilled) 274.00
21 Glazer with tools, skilled 274.00 56 Welder/driller, skilled 274.00
22 Gunman for Guniting 274.00 57 Watchman 274.00
23 Head Fitter with tools, skilled 277.00 58 Mazdoor 266.00
24 Helper, unskilled 266.00 59 Black smith with tools, 1st class 277.00
25 Hole driller, semiskilled 270.00
26 Jack Hammer operator 274.00
27 Khalashi / Diver 274.00 61 Nozzleman for Guniting work 274.00
28 Laboratory Assistant 277.00 62 Polishman 1st class for furniture work 274.00
29 Labour for traffic regulations 266.00 63 Room Boy 266.00
64 Mason third class 270.00
65 Mali 270.00
31 Labour for tile truning 266.00 66 Sweeper wet 270.00
32 Lorry driver / mixer operator 274.00 67 Sweeper Dry 266.00
33 Maistry Skilled / Supervisor 277.00 68 Welder 2nd class 270.00
34 Mason second class skilled 274.00 69 Plumber with tools 2nd class 274.00
35 Mason first class skilled 283.00
30 Labour for excavation in Hard rocl
(un-blast)
266.00
Rate as per Minimum Wages
LABOUR RATES (Per day) For Raigad D.S.R.2012-2013
60 Carpenter third class for fencing and
roofing work
266.00
219
Sr. No. Description Unit Final Rate
1 A.C. Bend 100 mm No. 83.00
2 A.C. Bend 75 mm No. 69.00
3 A.C. Collar No. 55.00
4 A.C. Cowl Dome 100 mm dia No. 86.00
5 A.C. Cowl Dome 75 mm dia No. 84.00
6 A.C. Cowl Vent 100 mm dia No. 92.00
7 A.C. Cowl Ventilator 100 mm No. 85.00
8 A.C.Corrugated Sheet 6 mm thick Sq.M. 364.00
9 A.C. Double 'Y' Junction 100 mm No. 116.00
10 A.C. Double 'Y' Junction 150 mm No. 145.00
11 A.C. Double 'Y' Junction 75 mm No. 90.00
12 A.C. pipe 100 mm diameter M 92.00
13 A.C. pipe 150 mm diameter M 131.00
14 A.C. plain sheet 6 mm thick Sqm. 305.00
15 A.C. plug bend 100 mm dia No. 108.00
16 A.C. plug bend 150 mm dia No. 185.00
17 A.C. plug bend 70 mm dia No. 93.00
18 A.C. rain water pipe 100 mm dia M 93.00
19 A.C. rain water pipe 150 mm dia M 151.00
20 A.C. rain water pipe 75 mm dia M 87.00
21 A.C. sheet 4.0 milimetre thick plain Sqm. 204.00
22 A.C. sheet ridge Pair 242.00
23 A.C. sheets (trafford) 6 mm thick Sqm. 281.00
24 A.C. shoe 100 mm dia No. 67.00
25 A.C. Shoe 75 mm dia. No. 56.00
26 A.C. Shoe for 150 mm dia. No. 91.00
27 Accoustic Board (60 x 60 cm) No. 103.00
28 Acrylic Plain Sheet - 2 mm thick Sq.M. 800.00
29 Acrylic Plain Sheet - 3 mm thick Sq.M. 957.00
30 Acrylic Plain Sheet - 4 mm thick Sq.M. 1460.00
31 Acrylic Washable Distemper Per Litre 127.00
32 Aldrop 300 x 16 mm chromium plated No. 219.00
33 Aldrop 300 x 20 mm-Brass oxidised No. 607.00
34 Aldrop Aluminium 300 x 16 mm No. 164.00
35 Aldrop Iron Oxidised 300 mm long (20 mm dia) No. 117.00
36 Alluminium Jali Sq.M. 1690.00
37 Aluminium Sections Kg. 284.00
38 Aluminium Sheet 24 B w.g. Sqm. 476.00
39 Aluminium Sliding door bolt No. 96.00
40 Aluminium Stay No. 73.00
41 Aluminium Strips Kg. 286.00
42 Anglo Indian Orissa - White No. 1845.00
43 Anglo Indian W.C.Pan - White No. 1694.00
MATERIAL RATES FOR RAIGAD D.S.R.2012-13
220
Sr. No. Description Unit Final Rate
44 Ball cock 12 mm dia. cromium plated No. 186.00
45 Ballcock 15 mm dia with P.V.C. float No. 247.00
46 Ballcock 25 mm dia with P.V.C. float No. 295.00
47 Barbed Wire Kg 92.00
48 Basin & foundation- Brass Chromium plated No. 635.00
49 Bearing roller for glazed window shutter No. 68.00
50 Bed washer Kg 72.00
51 Bees wax Kg 58.00
52 Bell mouth cover (100 mm) dia No. 69.00
53 Bend 110 mm-PVC No. 206.00
54 Bend 75 mm dia -plain-PVC No. 101.00
55 Bend 75 mm-PVC No. 151.00
56 Bend/plug (18 guage) G.I. No. 149.00
57 Bib stop tap brass heavy 15 mm No. 223.00
58 Bib stop tap brass heavy 25 mm No. 386.00
59 Bib tap 12 mm brass medium No. 172.00
60 Bib tap 12 mm cast iron No. 90.00
61 Bid stop tap brass heavy 20 mm No. 276.00
62 Binding wires Kg 100.00
63 Bitumen (compound) Kg 63.00
64 Bitumen fillers Kg 51.00
65 Bitumen pad 25 mm thick Sqm. 1671.00
66 Bitumen washers Kg 65.00
67 Bituminous felt Sqm. 99.00
68 Black bakelite seat to European closet pan No. 65.00
69 Black kadappa (hand cut) 25 mm thick Sqm. 405.00
70 Black kadappa (Machine cut) 25 mm thick Sqm. 418.00
71 Black kadappa 40 mm / 35 mm. Sqm. 441.00
72 Black Kadappa stone 25 mm thick rough Sqm. 386.00
73 Black Kadappa stone 50 mm thick rough Sqm. 476.00
74 Black Kadappa stone polished 1.5 x 0.45 m size No. 345.00
75 Black kadappa stone-Both sides polished Sqm. 592.00
76 Blasting powder Kg 202.00
77 Block Board 25 mm thick Sqm. 61.00
78 Boiled Linseed oil Litre 140.00
79 Boll Cock 40 mm dia and PVC float No. 1136.00
80 Boll Cock 50 mm dia and PVC float No. 1873.00
81 Box chamber with lock No. 226.00
82 Bracket chromium plated No. 110.00
83 Brass nozzle pillar Tap 12 mm No. 326.00
84 Brick bats Cum. 502.00
85 Bricks (I class) No. 5.50
86 Bricks (II class) 1000 Nos. 4036.00
87 Bricks Aggregate (20 to 40 mm) Cum. 347.00
221
Sr. No. Description Unit Final Rate
88 Broken china tiles Kg 51.00
89 Broken mosaic tiles Kg 30.00
90 Brush for lettering No. 82.00
91 Brush for road marking 4" dia. No. 146.00
92 Butt hinges 125 mm-Brass oxidised No. 97.00
93 Butt hinges aluminium 100 mm No. 50.00
94 Butt hinges aluminium 125 mm No. 71.00
95 Butt hinges aluminium 90 mm No. 45.00
96 Butt hinges iron oxidised 100 mm No. 31.00
97 Butt hinges iron oxidised 125 mm No. 72.00
98 Butt hinges iron oxidised 90 mm No. 28.00
99 C.C. septic tank 0.90 m dia and 2.50 m long No. 12768.00
100 C.C. septic tank 1.20 m dia and 2.50 m long No. 15243.00
101 C.I. bend 100 mm No. 237.00
102 C.I. brackets No. 77.00
103 C.I. coller 100 mm dia No. 236.00
104 C.I. coller 150 mm dia No. 556.00
105 C.I. coller 75 mm dia No. 227.00
106 C.I. cover 45 x 30 cm with frame No. 732.00
107 C.I. cover with frame (gully trap) No. 295.00
108 C.I. cow/vent 100 mm dia No. 518.00
109 C.I. cow/vent 150 mm dia No. 213.00
110 C.I. cow/vent 75 mm dia No. 125.00
111 C.I. grating 100 mm dia. No. 65.00
112 C.I. grating 75 mm dia. No. 60.00
113 C.I. manhole cover (75 kg) No. 1141.00
114 C.I. manhole cover 32 kg No. 866.00
115 C.I. Nahani trap 100 mm dia No. 380.00
116 C.I. Nahani trap 75 to 80 mm dia No. 338.00
117 C.I. pipe 100 mm dia M 1133.00
118 C.I. pipe 150 mm dia M 1928.00
119 C.I. pipe 75 to 80 mm dia M 1096.00
120 C.I. plug bend 100 mm dia No. 375.00
121 C.I. plug bend 150 mm dia No. 652.00
122 C.I. shoe 75-100 mm dia (18 guage) No. 382.00
123 C.I. Tee No. 547.00
124 C.I. Trap Grating 15 x 10 cm No. 266.00
125 C.I. 'Y' junction 100 mm dia No. 556.00
126 C.I. 'Y' junction 150 mm dia No. 1678.00
127 C.I. 'Y' junction 75 mm dia No. 529.00
128 C.T.W. above 2.5 m length Cum. 84684.00
129 C.T.W. batten 50 x 25 mm M. 108.00
130 C.T.W. battern 50 x 12 mm M. 111.00
131 C.T.W. bullies 100mm dia M. 126.00
222
Sr. No. Description Unit Final Rate
132 C.T.W. bullies 125mm dia M. 141.00
133 C.T.W. bullies 150mm dia M. 149.00
134 C.T.W. frame superior Cum. 96488.00
135 C.T.W. girder (joist) Cu.M. 83398.00
136 C.T.W. Particle board face laminated Sq.M. 1093.00
137 C.T.W. Plank 1 to 2 metre length Cu.M. 73698.00
138 C.T.W. Plank 15 to 50 mm thick 10 - 15 cm/wide Cu.M. 81620.00
139 C.T.W. Plank 20 mm thick 10 - 15 cm wide Cu.M. 95840.00
140 C.T.W. Pulins/Planks in General Cum. 75336.00
141 C.T.W. sash bars/T.W. glass beading Cu.M. 65165.00
142 C.T.W.plank superior Cu.M. 96099.00
143 Cast iron hinged cover with frame No. 415.00
144 Cast iron shoe for 150 mm dia No. 345.00
145 cast iron-Bend No. 38.00
146 Cellular core flush door 35 mm thick Sqm. 1261.00
147 Cement bag-Empty No. 16.00
148 Cement- Coloured Kg 82.00
149 Cement paint Kg 108.00
150 Centering oil Litre 79.00
151 Ceramic tiles marble finish 200 x 200 mm Sqm. 1119.00
152 Ceramic tiles marble finish 300 x 300 mm Sqm. 1109.00
153 Ceramic tiles Plain Coloured 200 x 100 mm Sqm. 1031.00
154 Ceramic tiles Plain Coloured 200 x 200 mm Sqm. 1026.00
155 chain 12 mm dia-G.I. M 49.00
156 chain 28 mm dia-G.I. M 56.00
157 Charcoal Kg 28.00
158 Chequrred cement tile Sqm. 421.00
159 Chicken proof jali mesh Sqm. 401.00
160 clamp 100 to 150 mm pipe-G.I. No. 56.00
161 clamp for 40 to 80 mm dia pipe-G.I. No. 62.00
162 Clamp for G.I. pipe No. 11.00
163 Clamps-PVC No. 32.00
164 Coal tar Kg 49.00
165 Collapsible gate complete with accessories Sqm. 3391.00
166 Collers-PVC No. 100.00
167 Colour powder (yellow earth) Kg 23.00
168 Colours No. 1722.00
169 Connector for W.C.-PVC No. 434.00
170 Corner stones 38 x 20 x 30 cm No. 57.00
171 Corner/quions 30 x 20 x 30 cm No. 68.00
172 Coupling cast iron 80 mm No. 163.00
173 Coupling cast iron 100 mm No. 181.00
174 Cow Dung Kg 28.00
175 Cowl \-dome- 110 mm outer diemater-P.V.C. No. 70.00
223
Sr. No. Description Unit Final Rate
176 Cowl dome - 100 mm. Dia-A.C. No. 97.00
177 Crimped wire mesh Sqm. 135.00
178 D.D.V.P. 100% emulsion concentration Litre 208.00
179 Detonator No. 57.00
180 Double acting spring hinges-Brass No. 514.00
181 Dungry cloth 42" wide Mtr. 38.00
182 Engraver for lettering skilled Sqm. 465.00
183 Epoxy coal tar for 1st coat/2nd coat Litre 390.00
184 F.R.P. Door Shutter 30mm thick Sq ft 468.00
185 F.R.P. Door Shutter Frame 35mm thick Rmt. 1255.00
186 Face veneer board 20 mm thick Sqm. 581.00
187 Ferrule for C.I. pipe 100 mm No. 427.00
188 Fevicol Kg 250.00
189 Fire bricks No. 22.00
190 Fire wood Quintal 408.00
191 Flooring Roll 1 mm thick, 2m. Wide.-PVC M 468.00
192 Flush tank 10 litre capacity-Low level glazed No. 1132.00
193 Flush tank Automatic for Urinal 10 Litre No. 1557.00
194 Flushing cistern 5 litre capacity No. 793.00
195Flushing cistern -Coloured H.D.P. - conforming to I.S-
7231/1994No. 1591.00
196Flushing cistern -White H.D.P. conforming to I.S.-
7231/1994No. 1265.00
197 Flushing tank for W.C.-Enamelled No. 1189.00
198 Flushing Tank-PVC No. 1089.00
199 Fly proof G.I. wire mesh Sqm. 146.00
200 Foot rest chequerred 25 x 10 cm Pair 133.00
201 Formica Lamination Sheet Sqm. 909.00
202 Fountain jet-Brass Chromium plated No. 157.00
203 French Polish Litre 138.00
204 Fuse No. 19.00
205 G.C.I. sheets (corrugated) 22BwG MT 57186.00
206 Gasket Rmt 15.00
207 Gasket-PVC M. 25.00
208 Glass 3 mm thick Sqm. 352.00
209 Glass 4 mm thick Sqm. 400.00
210 Glass 5 mm thick Sqm. 437.00
211 Glazed tiles 15 x 15 cm- Colour Dozen 259.00
212 Glazed tiles 20 x 10 cm-Colour No. 36.00
213 Gravel at Nalla Bed Cum. 189.00
214 Gully trap cover with frame No. 129.00
215 Gun metal stop cock crutch wheel 20 mm No. 204.00
216 Gun metal stop cock crutch wheel 25 mm No. 224.00
217 Gun metal stop cock crutch wheel 32 mm No. 242.00
218 Gun metal stop cocks crutch 15 mm cl. wheel No. 191.00
224
Sr. No. Description Unit Final Rate
219 Gun metal stop tap & crutch wheel 20 mm No. 249.00
220 Gun metal stop tap & crutch wheel 25 mm No. 294.00
221 Half round chromium ware pipe 100 mm M 449.00
222 Half round earthenware pipe 100 mm M 626.00
223 Half turn flush cock 25 mm dia No. 65.00
224 Hand Rail-PVC M. 63.00
225 Handle 125 mm Chromium plated No. 67.00
226 Handle aluminium 125 mm No. 65.00
227 Handle for steel windows 150 mm No. 61.00
228 Handle-ornamental-Brass No. 323.00
229 Handles 100 mm -Brass oxidised No. 124.00
230 Hard Board 6 mm thick Sqm. 223.00
231 Hard murum Cum. 102.00
232 Hemp rope Kg 108.00
233 Heritage grains plasters Sqm. 594.00
234 Hinges 125 mm (Chromium plated) No. 125.00
235 Hinges 125 mm-Brass oxidised No. 126.00
236 Hinges 75 mm-Iron No. 26.00
237 Hinges iron chromium plated 100 mm No. 56.00
238 Hold fast 300 x 40 x 5 mm-Iron No. 39.00
239 Holdfast strong for steel gate-Iron No. 56.00
240 Hollow blocks CC'0.1 x 0.2 x 0.4 M No. 22.00
241 Hollow blocks CC'0.2 x 0.2 x 0.4 M No. 34.00
242 Hook and eye aluminium 75 mm No. 50.00
243 Hook and eye chromium plated No. 55.00
244 Hook and eye iron oxidised 75 mm No. 15.00
245 Hook and eyes 225 mm iron oxidised No. 25.00
246 Hooks "J" 6 mm dia-G.I. No. 16.00
247 Hooks and eyes 200 mm-Brass oxidised No. 85.00
248 Housing box to Rolling shutter Sqm. 2668.00
249 Hume pipe septic tank 0.9 m dia (2.5 m) No. 10398.00
250 IRC fabric 150 x 150 mm and 10 guage Sqm. 88.00
251 IRC fabric 75 x 75 mm and 10 guage Sqm. 61.00
252 J.W. Ballies M 64.00
253 J.W. planks & in general Cum. 35161.00
254 Junction plug 110 mm dia.-PVC No. 433.00
255 Khandkies No. 49.00
256 Kota stone (hand cut) 25 mm thick Sqm. 977.00
257 Kota stone (machine cut) 25 mm thick Sqm. 905.00
258 Kota stone 25 to 30mm thick 55 x 55cm wide-Polished Sq.M. 726.00
259 Kota stone step (polished) Sqm. 711.00
260 Laminate board 20 mm thick (10-15 cm wide) Sqm. 795.00
261 Latch 250 mm long iron oxidised No. 204.00
262 Laterite oversize metal 80 mm Cum 377.00
225
Sr. No. Description Unit Final Rate
263 Laterite rubble on quarry Cum. 299.00
264 Lead paint-White Kg. 292.00
265 Lead pipe 32 mm dia M 297.00
266 Lead pipe 40 mm dia M 371.00
267 Lead pipe plate Kg 180.00
268 Lime (un-slaked) Kg 16.00
269 Lime filler for bituminous works Kg 18.00
270 Lime powder Kg 21.00
271 Lime slaked (fine lime) Kg 18.00
272 Linseed oil double boiled Litre 115.00
273 Locking arrangement sliding shutter No. 73.00
274 Makrana Marble Slab 25 mm-White Sq.M. 2825.00
275 Mangalore glass tile No. 629.00
276 Mangalore pattern cowl vent No. 135.00
277 Mangalore ridge / hip tiles No. 45.00
278 Mangalore tiles class A'A No. 25.00
279 Marble chips Kg 23.00
280 Marble colour powder Kg 26.00
281 Marble mosaic chequred tiles Sqm. 399.00
282 Marble mosaic tiles (gray cement base) Sqm. 342.00
283 Marble mosaic tiles (white cement base) Sqm. 411.00
284 Marble name plate Sqm. 6346.00
285 Marble powder Kg 13.00
286 Mechanical gearbox to rolling shutter No. 920.00
287 Metal Grade I 90 mm to 40 mm Cum. 475.00
288 Metal Grade II 63 mm to 40 mm Cum. 509.00
289 Metal Grade III 50 mm to 20 mm Cum. 602.00
290 Mirror 40 x 50 C.M. No. 794.00
291 Mohagani Seat With Lid No. 334.00
292 Mortice Lock Superior No. 720.00
293 Mosaic tiles (white cement)-Colour Sqm. 430.00
294 Mosquito Proof Coupling No. 55.00
295 Mosquito Proof Jali 26 gauge Sq.M. 285.00
296 Mosquito Proof Nylon Net Sq.M. 61.00
297 Murum Cum. 105.00
298 Neel Kg. 178.00
299 Neeru Kg. 21.00
300 Netlon PVC Mosquito Proof Jali Sq.M. 365.00
301 Netlon PVC Sponge liner Male & Femle M. 130.00
302 Nipple For Fastening Detonator No. 23.00
303 Noble Dynamite Kg. 135.00
304 Non Return Valve 15 mm No. 295.00
305 Non Return Valve 20 mm Water metre No. 495.00
306 Non Return Valve 25 mm Water metre No. 621.00
226
Sr. No. Description Unit Final Rate
307 Non Teak/Jungle Wood (normal) Cu.M. 31429.00
308 Nut 12 mm dia.-Steel No. 17.00
309 Nut 16 mm dia.-Steel No. 24.00
310 Nut and bolts-G.I. Kg 143.00
311 Nut Bolt 16 mm Dia/nails No. 16.00
312 Nuts and Bolts 16 mm Dia. Kg. 130.00
313 Nylon Rope Kg. 256.00
314 Obscured Glass 3 mm Thick Sq.M. 397.00
315 Oil Bound Distemper Kg. 148.00
316 Oil Paint Litre 295.00
317 Oil Paint 100ml pack Tin-White No. 65.00
318 Oil Paint.-Zinc Based Litre 402.00
319 Paint - Coloured-Acrylic Per Litre 446.00
320 Paint - White-Acrylic Per Litre 436.00
321 Paint / flat paint-Enamelled Litre 465.00
322 Paint-Aluminium Litre 348.00
323 Paint-Road marking Litre 402.00
324 paint-White Zink Kg. 190.00
325 Partical Board 12 mm Thick Sq.M. 612.00
326 Pedestal (urinal Pan) colour glazed No. 1877.00
327 Pedestal (urinal Pan) White glazed No. 1600.00
328 Pedestal for Wash Basin No. 1105.00
329 Phenol formaldehyde synthetic resin Kg. 325.00
330 Piller Tap 12 mm dia Chromium plated No. 324.00
331 Pin Header Standard Size No. 80.00
332 pipe 100 mm dia heavy type-G.I. M 820.00
333 pipe 100 mm dia medium-G.I. M 775.00
334 Pipe 100 mmdia.-PVC Rainwater M 279.00
335 Pipe 15 mm dia heavy type-G.I. M 148.00
336 pipe 15 mm dia medium type-G.I. M 131.00
337 Pipe 15 mm dia.-PVC M. 43.00
338 pipe 20 mm dia heavy type-G.I. M 155.00
339 pipe 20 mm dia medium type-G.I. M 143.00
340 Pipe 20 mm dia.-PVC M. 49.00
341 pipe 25 mm dia heavy type-G.I. M 183.00
342 pipe 25 mm dia medium type-G.I. M 171.00
343 Pipe 25 mm dia.-PVC M. 63.00
344 pipe 32 mm dia heavy type-G.I. M 222.00
345 pipe 32 mm dia medium type-G.I. M 211.00
346 Pipe 32 mm dia.-PVC M. 78.00
347 pipe 40 mm dia heavy type-G.I. M 282.00
348 pipe 40 mm dia medium type-G.I. M 239.00
349 Pipe 40 mm dia.-PVC M. 102.00
350 pipe 50 mm dia heavy typeG.I. M 319.00
227
Sr. No. Description Unit Final Rate
351 pipe 50 mm dia medium type-G.I. M 298.00
352 Pipe 60 mm dia.-PVC M. 123.00
353 pipe 65 mm dia heavy type-G.I. M 418.00
354 pipe 65 mm dia medium type-G.I. M 275.00
355 Pipe 75 mm dia-PVC Rainwater M 341.00
356 pipe 80 mm dia heavy type-G.I. M 592.00
357 pipe 80 mm dia medium type-G.I. M 483.00
358 Pipe for roof 20 mm dia.-Steel M. 141.00
359 Pipe for roof 25 mm dia.-Steel M. 171.00
360 Pipe for roof 40 mm dia.-Steel M. 253.00
361 Pipe for roof 50 mm dia.-Steel M. 308.00
362 Pipe for roof 65 mm dia.-Steel M. 431.00
363 Pipe for roof 75 mm dia.-Steel M. 683.00
364 Plain G.I. Sheet 24 B.W.G. Sq.M. 416.00
365 Plaster of Paris Board 45 x 45 cm. No. 77.00
366 Plastic Cover Block No. 9.00
367 Plastic Emulsion Paint Kg. 444.00
368 Plug bend - 3"-P.V.C. No. 153.00
369 Plug bend - 4"-P.V.C. No. 181.00
370 plug bend (18 guage) for 75 to 100 mm dia pipe-G.I. No. 163.00
371 Ply veener 4 mm thick-Decorative Sqm. 469.00
372 Ply Wood 12 mm thick Sq.M. 1018.00
373 Ply Wood 6 mm thick Sq.M. 531.00
374 Ply Wood 9 mm thick Sq.M. 647.00
375 Polymer based for 1st coat Litre 772.00
376 Polymer based for 2nd coat Litre 938.00
377Polymer based for IInd coat for water proof external
coating Polysafe-EC (patent No. 571)Litre 710.00
378Polymer based for IInd coatWater proof external coating -
Polysafe EC (Patent No. 571)Litre 710.00
379Polymer based for Ist coat for water proof external
coating Polysafe-EC (patent No. 571)Litre 646.00
380 Polymer based primer (polysafe EC P.No. 569) Litre 749.00
381Polymer plastone for Polymar Mortar and application -
Patent No. 568Litre 558.00
382 Polythene sheet-Expanded Sqm. 244.00
383 Primer for Plaster Surface Litre 128.00
384 Push button tap of gun metal 15 to 25 mm No. 126.00
385 Putty for Cement Plaster Kg. 69.00
386 PVC Door shutter 35 mm thick 7' x 3' size No. 3121.00
387 PVC Flushing tank automatic 5 litre for urinal No. 569.00
388 PVC flushing tank for W.C. 10 Litres. No. 1146.00
389 Quarry Spouls (trap Rubble) Cu.M. 265.00
390 R.C.C. cover for gully trap 23 x 30 cm No. 88.00
391 R.C.C. cover for inspection chamber 60 x 45 cm No. 274.00
228
Sr. No. Description Unit Final Rate
392 R.C.C. cover for inspection chamber 90 x 45 cm No. 361.00
393 R.C.C. Jali 100mm thick Sq.M. 899.00
394 R.C.C. Jali 50 mm thick Sq.M. 455.00
395 R.C.C. Jali 80mm thick Sq.M. 599.00
396 R.C.C. Pipe 100 mm dia. M. 230.00
397 R.C.C. Pipe 150 mm dia. M. 313.00
398 R.C.C. Pipe 225 mm dia. M. 377.00
399 R.C.C. Pipe 300 mm dia. M. 523.00
400 Red Oxide paint Kg. 176.00
401 Red Powder (Geru) Kg. 23.00
402 Red Tape Saftey Fuse M. 39.00
403 Reflective Sheet High intensity grade Sq.M. 11160.00
404 Retoreflective Sheet Engineering grade Sq.M. 8798.00
405 Ridge Cap (plain G. I.) M.T. 53345.00
406 Rubber Adhesive Litre 330.00
407 Rubber Gasket M. 22.00
408 Rubber Insertion Kg. 73.00
409 Rubber Lining M. 20.00
410 Rubber ring No. 34.00
411 Rustonil - Rust remover cum phosphating agent Litre 516.00
412Rustonil - Rust Remover cum-phosphating Patent
No.569Litre 475.00
413 Salt Glazed Stoneware gully Trap No. 114.00
414 Sand (screened) Cu.M. 1147.00
415 Sand (unscreened) Cu.M. 909.00
416 Saras Kg. 120.00
417 Scraping sand paper Kg. 65.00
418 screw (25 mm)-Iron Dozen 72.00
419 screw (couch) 50 mm-G.I. Dozen 166.00
420 screw 100 mm-G.I. Dozen 322.00
421 screw 125 mm-G.I. Dozen 345.00
422 screw bolts-G.I. No. 6.00
423 Screws 75 mm-G.I. Gross 109.00
424 Screws-Aluminium Dozen 17.00
425 Screws-Brass Gross 467.00
426 Seal Cement paint Kg. 95.00
427 Sewer Trap No. 303.00
428 Shahabad 25 to 30 mm thick-Rough Sq.M. 190.00
429 Shahabad 40 to 50 mm thick-Rough Sq.M. 220.00
430 Shahabnad 20 mm thick-Rough Sq.M. 177.00
431 Shahbad 25-30 mm thick-Polished Sq.M. 370.00
432 Shahbad for steps (25 mm) thick-Polished Sq.M. 384.00
433 Shahbad machine cut 25 mm thick-Polished Sq.M. 419.00
434 Shahbad stone 55 x 55 cm wide-Polished Sq.M. 397.00
435 sheets plain 22 guage (1.2 x 1.8 m)-G.I. No. 847.00
229
Sr. No. Description Unit Final Rate
436 Shoe-PVC No. 124.00
437 Shower (bath) (telephonic type) No. 575.00
438 Shower Rose chromium Plated Brass 10 cm No. 238.00
439 sink 0.6 x 0.2 x 0.45 M-White glazed earthen ware No. 1132.00
440 Sink White glazed 45 x 20 x 30 cm. No. 1288.00
441 Sliding Door Bolt (Tadi) No. 64.00
442 Sliding door bolt 300 mm-Brass oxidised No. 406.00
443 Sliding door bolt-Brass oxidised No. 264.00
444 Sliding Door Bolts Chromium Plated No. 63.00
445 Slotted cowl/vent-75 mm dia -PVC No. 59.00
446 Socket 32 mm dia.-PVC No. 23.00
447 socket 40 mm / rivets 12 mm-G.I. No. 32.00
448 Socket Brass for 32 mm Tap No. 50.00
449 Socket Brass for 40 mm Tap No. 59.00
450 Socket Brass for 50 mm Tap No. 76.00
451 Socket Brass for 65 mm Tap No. 90.00
452 Socket for 100 mm Tap No. 125.00
453 Socket for 15 mm Tap No. 42.00
454 Socket for 20 mm Tap No. 43.00
455 Socket for 25 mm Tap No. 51.00
456 Socket for 32 mm Tap No. 53.00
457 Socket for 40 mm Tap No. 68.00
458 Socket for 50 mm Tap No. 93.00
459 Socket for 65 mm Tap No. 108.00
460 Socket for 80 mm Tap No. 114.00
461 Socket for G.I. Pipe 150 mm Dia. No. 123.00
462 Soil pipe 110 mm dia.-PVC M. 296.00
463 Solid core shutter (commercial 35 mm) thick Sq.M. 1856.00
464 Solid core shutter 35mm with TW veneeer on both side Sq.M. 2786.00
465 Solvent Litre 44.00
466 Solvent Cement Litre 101.00
467 Sprit for wood polishing Litre 102.00
468 Spun Yarn Kg. 137.00
469 square mesh - 16 guage 3 feet wide-G.I. M 291.00
470 Standard butt Hing Brass Oxidised 100 mm No. 102.00
471 Standard strap Hing Iron oxidised 200 mm No. 41.00
472 Steel Primer Litre 128.00
473 Steel Sink - 40 x 30 cm. No. 3716.00
474 Steel Sink - 60 x 45 cm. No. 4552.00
475 Stone Dust Cu.M. 304.00
476 Stone Ware Pipe 100 mm dia. M. 149.00
477 Stone Ware Pipe 150 mm dia. M. 205.00
478 Stone Ware Pipe 225 mm dia. M. 331.00
479 Stop Tap Brass with C Wheel 15 mm No. 210.00
230
Sr. No. Description Unit Final Rate
480 Stopper For Steel Window No. 55.00
481 Strainer 15 mm No. 41.00
482 Strainer 20 mm No. 154.00
483 Strainer 25 mm No. 233.00
484 Strainer for 10 mm No. 35.00
485 Strainer for 40 mm No. 471.00
486 Strainer for 50 mm No. 597.00
487 Strainer for 80 mm No. 1652.00
488 Strong Iron bolts 100 mm dia. Kg. 69.00
489 SWG Pipe half round 100 mm dia. M. 102.00
490 Synthetic Paint (Enamel) Litre 278.00
491 Synthetic Polymer based for 1st coat polysafe E.C. (P.No.567) Litre 723.00
492 Synthetic Polymer based for 2nd coat polysafe E.C. (P.No.567)Litre 878.00
493 Synthetic Polymer based primer polysafe E.C. (P.No.567) Litre 1020.00
494 Tandur (hand cut) 25 mm thick Sq.M. 360.00
495 Tandur 25 mm thick (machine cut) Sq.M. 401.00
496 Tandur 40 mm thick-Polished Sq.M. 510.00
497 Tandur Polish For Steps Sq.M. 446.00
498 Tandur stone 25 mm thick and 55 x 55 cm wide-Polished Sq.M. 592.00
499 Tar Felt Sq.M. 107.00
500 Tar Paper 3 mm Thick Sq.M. 68.00
501 Tarat (gunny cloth) Sq.M. 35.00
502 Thermoplastic paint white Litre 567.00
503 Thermoplastic paint Yellow Litre 552.00
504 Thimble socket 32 mm-Brass Pair 324.00
505 Thinner Litre 108.00
506 Throughstone No. 68.00
507 Tile 20 x 10 cm-White glazed No. 24.00
508 Tiles 15 x 15 cm-White Glazed Dozen 264.00
509 Towel Rod with Clamps 16 mm dia. No. 132.00
510 Tower Bolt 150 mm Iron Oxidised No. 182.00
511 Tower bolt 150 mm-Brass oxidised No. 141.00
512 Tower bolt 250 mm-Brass oxidised No. 316.00
513 Tower Bolt Aluminium 150 mm No. 163.00
514 Tower Bolt Aluminium 200 mm No. 202.00
515 Tower Bolt Aluminium 250 mm No. 236.00
516 Tower Bolt Aluminium 300 mm No. 235.00
517 Tower Bolt Aluminium 75 mm No. 49.00
518 Tower Bolt Iron Oxidised 200 mm No. 83.00
519 Tower Bolt Iron Oxidised 250 mm No. 99.00
520 Tower Bolt Iron Oxidised 300 mm No. 90.00
521 Tower Bolts 200 mm chromium plated No. 119.00
522 Tower bolts 200 mm-Brass oxidised No. 120.00
523 Tower Bolts 250 mm chromium plated No. 161.00
231
Sr. No. Description Unit Final Rate
524 Tower Bolts 300 mm chromium plated No. 206.00
525 Tower bolts 300 mm-Brass oxidised No. 179.00
526 Transferent Corrugated Sheets Fibre Sq.M. 772.00
527 Transparent glass 5 mm thick Sq.M. 572.00
528 Trap grating 15 x 10 cm.-PVC No. 323.00
529 Trap Header (17 x 22 x 60 to 75cm) No. 75.00
530 Trap Header ordinary No. 69.00
531 Trap metal 12 mm/10mm (crushed) Cu.M. 563.00
532 Trap metal 20 mm (crushed) Cu.M. 609.00
533 Trap metal 25 mm (crushed) Cu.M. 598.00
534 Trap metal 40 mm (blasted) H.B. Cu.M. 388.00
535 Trap metal 40 mm (crushed) Cu.M. 409.00
536 Trap metal 40 mm unblasted (Boulder) Cu.M. 344.00
537 Trap metal 50 mm hand broken Cu.M. 403.00
538 Trap metal 50 mm unblasted (Boulder) Cu.M. 344.00
539 Trap metal 6 mm crushed Cu.M. 458.00
540 Trap metal 60 mm hand broken Cu.M. 380.00
541 Trap metal 60 mm unblasted (Boulder) Cu.M. 318.00
542 Trap metal 80 mm hand broken Cu.M. 371.00
543 Trap metal 80 mm unblasted (Boulder) Cu.M. 291.00
544 Trap Rubble (unblasted for metal) Cu.M. 311.00
545 Trap Rubble 15-23 cm @ Quarry (metal) Cu.M. 370.00
546 Trap Rubble 15-23 cm @ Quarry for (masonary) Cu.M. 296.00
547 Trensferent Corrugated Sheets P.V.C. Sq.M. 500.00
548 Turpentine Litre 73.00
549 Union 25 mm dia-G.I. No. 89.00
550 Urinal Colour glazed full stall type No. 4326.00
551 Urinal -Flat Back No. 856.00
552 Urinal Lipped type No. 682.00
553 Urinal semi stall No. 1007.00
554 Urinal-White Glaged full Stall No. 2564.00
555 Varnish Litre 150.00
556 Venner 4 mm thick Sq.M. 488.00
557 Vent-PVC No. 74.00
558 W.C. pan-Colour glazed European type No. 1485.00
559 W.C. Pan-European type glazed No. 1019.00
560 W.C. pan-W.G.L. European type coupled closet No. 6250.00
561 W.C.580 mm white glazed Ist Class (Orissa) No. 2242.00
562 W.C.Pan (White)-Europian type No. 1366.00
563 W.C.pan 580 mm I Class with Trap (Indian) No. 951.00
564 W.C.pan colour glazed 23" (Indian) No. 933.00
565 W.C.pan colour glazed 23" (Orissa) No. 1905.00
566 wash basin 0.45 x 0.3 x 0.2-White Glazed No. 1135.00
567 Wash basin 63 x 45 cm-Colour glazed No. 1827.00
232
Sr. No. Description Unit Final Rate
568 wash basin 63 x 45 cm-White Glaged No. 1767.00
569 Wash Basin Colour glazed 45 x 30 cm No. 554.00
570 Wash Basin Colour glazed 56 x 38 cm No. 2341.00
571 Wash Basin White glazed 55 x 40 cm No. 1567.00
572 Wash hand basin 55 x 40 cm.-Colour No. 1536.00
573 Washable Distemper (powder) Kg. 68.00
574 washer 12 to 16 mm-Iron No. 4.40
575 Water Meter 100 mm Non return valve No. 9646.00
576 Water Meter 15 mm (non return valve) No. 1222.00
577 Water Meter 20 mm (Non return valve) No. 1819.00
578 Water Meter 25 mm (Non return valve) No. 2142.00
579 Water Meter 40 mm Non return valve No. 7899.00
580 Water Meter 50 mm Non return valve No. 8102.00
581 Water Meter 80 mm Non return valve No. 7108.00
582 Water Meter Box with Lock 15 mm No. 397.00
583 Water Meter Box with Lock 20 mm No. 467.00
584 Water Meter Box with lock above 25 mm No. 530.00
585 Water proofing Compound Kg. 63.00
586 water tank 1 piece mould PVC Litre 12.00
587 Water tank PVC / fibre 1 piece mould Litre 17.00
588 Wax For Wood Polishing Kg. 249.00
589 Welded Mesh 25 x 25 x 2.54 mm Sq.M. 353.00
590 Welded Mesh 50 x 25 x 5 mm Sq.M. 368.00
591 Welded Mesh 50 x 50 x 2.54 mm Sq.M. 261.00
592 Welded Mesh 75 x 75 x 2.54 mm Sq.M. 239.00
593 wheel stop tap 32 mm dia-Brass No. 514.00
594 wheel stop tap 40 mm dia-Brass No. 634.00
595 wheel stop tap 50 mm dia-Brass No. 805.00
596 wheel stop tap 65 mm dia-Brass No. 599.00
597 Wheel stop tap 80 mm dia-Brass No. 714.00
598 Wheel Stop Tap of Brass 15 mm No. 207.00
599 Wheel Stop Tap of Brass 20 mm No. 257.00
600 Wheel Stop Tap of Brass 25 mm No. 348.00
601 White Cement Tonne 23235.00
602 Wire Glass 6 mm thick Sq.M. 1192.00
603 Wood Primer Litre 154.00
604 Wooden Peg No. 13.00
605 X.P.M. 12 mm x 18 gauge Sq.M. 121.00
PVC Door frames and window frames
606 BLR - 53 - 53 mm x 60 mm Sq.M. 212.00
607 FLRLI - 40 mm x 57 mm Sq.M. 533.00
608 DWUF 405 - 40 mm x 48 mm Rmt 384.00
609 DWUF 412 - 38 mm x 32 mm Rmt 270.00
233
Sr. No. Description Unit Final Rate
610 DWUF 414 - 40 mm x 48 mm Rmt 409.00
611 DWUF 415 - 50 mm x 60 mm Rmt 61.00
PVC Doors/Windows Shutter Frames
312DWUF - 406 - 40 mm x 63.50mm For Vertical Central
Part 'T' SectorRmt 292.00
613 DWUF - 302 - 24 mm x 59 mm For Frame Styles Rmt 185.00
614 DWUF - 305 - 26 mm x 47 mm For Frame Styles Rmt 194.00
615 DWUF - 306 - 33 mm x 47 mm For Frame Styles Rmt 269.00
616 DWUF - 312 - 24 mm x 100 mm (Lock Rail) Rmt 327.00
617 DWUF - 312 - 26 mm x 94 mm (Lock Rail) Rmt 355.00
618 DWUF - 312 - 33 mm x 94 mm (Lock Rail) Rmt 381.00
PVC - Infill Panels
619 SPUF - 101 - 20 mm x 200 mm (Panels) Rft 100.00
620 SPUF - 105 - 12 mm x 150 mm (Panels) Rmt 251.00
PVC - Beeding for Window Shutters
621 GL 06 - 6mm x 19.50 mm - Beeding Rmt 66.00
622 GL 19 - 19.00 mm x 19.50 mm - Beeding Rmt 99.00
623 GL 31- 23 mm x 30 mm - Beeding Kg. 95.00
624 AL 15 - 23 mm x 15 mm - Beeding Rmt 147.00
625 EDFM - Rubber Gasket - Gasket Rmt 82.00
HINCOL EMULSIONHINCOL Emulsion RS1 ( Tack Coat )
626 Bulk Tonne 35849.00
627 HDPE Drums Tonne 41449.00
628 RC Drums Tonne 36843.00
234
MSSIDC LIMITED
DIA NP-2 NP-3 NP-4
2 MTR. LENGTH
80 417.00 -- --
100 437.00 -- --
150 471.00 -- --
200 515.00 -- --
225 539.00 -- --
250 580.00 -- --
300 853.00 -- --
2.5MTR.LENGTH
300 1193.00 1579.00 1947.00
350 1391.00 -- --
400 1513.00 -- --
450 1750.00 3440.00 3494.00
500 2212.00 4117.00 4427.00
600 2737.00 5222.00 5835.00
700 3884.00 6946.00 8064.00
800 4631.00 8988.00 10455.00
900 5566.00 10017.00 12072.00
1000 6419.00 11237.00 15449.00
1100 8528.00 14865.00 --
1200 9280.00 15353.00 19191.00
1400 -- -- --
1600 -- -- --
1800 -- -- --
c) Non-standard
Length Pipes
RATE SCHEDULE
RATE SHEDULE FOR SUPPLY OF PIPE ISI MARK ON THE RATE CONTRACT.
2012-2013
RATES IN RS. PER NO.
RATE PER PIPE F.O.R.Destination basis
inclusive of 13% S.T. plus
Trnover Tax & surcharge on
sales tax for non Govt.
Depaartment
F.O.R.Destination basis
inclusive of 13% S.T. plus
Trnover Tax & surcharge on
sales tax for non Govt.
Depaartment
F.O.R.Destination basis
inclusive of 13% S.T. plus
Trnover Tax & surcharge on
sales tax for non Govt.
Depaartment
ANNEXTURE 'A'
At the rate of full round pipe of corresponding diameter + 10 % Extra
a) Collers Extra @ 10 % of the accepted rate of full length RCC Pipes of the
corresponding dia of 2.5 mtr. Length and @ 10% of the accepted rate of full
length RCC Pipes of corresponding dia of 2 Mtr. Length.
b) Half Round Pipes At the half price of full round pipe of coresponding diameter + 10% Extra for
NP-2, NP-3 and NP-4 class pipes
d) Non-standard Size
(diameter) pipe with
Collar
Rate to be fixed by inter pollation without any extra cost.
235
1 Square Kilometre Sq.Km.
2 Kilogram Kg.
3 Metric tonne M.T.
4 Number No.
5 Runing metre R.M.
6 Cubic centimeter Cu.Cm.
7 Milimetre mm.
8 Centimeter Cm.
9 Metre M.
10 Kilometre Km.
11 Square Metre Sq.M.
12 Cubic Metre Cu.M.
13 Ministry of Road Transport & Highway MoRT&H
14 Indian Standard IS
15 Indian Road Congress IRC
16 Tools and Plants T&P
17 Galvanised Iron GI
18 Cast Iron CI
19 Reinforced Cement Concrete RCC
20 Plain Cement Concrete PCC
21 Pre-Stressed Concrete PSC
22 Ready Mixed Concrete RMC
23 Ground Level GL
24 Rupees Rs.
25 Diametre Dia
26 Minimum Min
27 Maximum Max
28 Hour Hr
29 That is i.e.
30 For Example e.g.
31 Water Bound Macadam W.B.M.
32 Bituminous Macadam BM
33 Lead in Kilometre L
34 Optimum Moisture content O.M.C.
35 Hot mix, hot laid H.M.H.L.
36 Building Works Bd.
37 Bridge Works Br.
38 Cross Drainage Cd
39 Road Works Rd.
ABBREVIATIONS
236
ABBREVIATIONS
40 Taluka Tal.
41 District Dist.
42 Country Cut Teak Wood C.C.T.W.
43 Centre to Centre c/c
44 Mild Steel M.S.
45 High Yield Strength Deformed Bar H.Y.S.D.
46 Unplasticized Poly Venyl Chloride UPVC
47 Poly Venly Chloride P.V.C.
48 Asbestos Cement A.C.
49 Cement Mortar C.M.
50 Expanded Mesh XPM
51 Boiling Water Proof BWP
52 Boring B'NG
53 Survey Works (Departmental Agency) Survey-D
54 Survey Works (Private Agency) Survey-P
237
Sr. No. Cement required
in bags.
Unit
1) a 20.32 Cu.M.
b 16.43 Cu.M.
c 13.96 Cu.M.
d 10.25 Cu.M.
e 8.69 Cu.M.
f 8.89 Cu.M.
g 5.83 Cu.M.
h 4.49 Cu.M.
i 8.00 Cu.M.
j 6.40 Cu.M.
k 4.40 Cu.M.
l 3.40 Cu.M.
m 2.60 Cu.M.
n 4.40 Cu.M.
o 6.00 Cu.M.
p 7.00 Cu.M.
q 7.50 Cu.M.
r 8.00 Cu.M.
s 8.25 Cu.M.
t 8.50 Cu.M.
u 3.90 Cu.M.
v 3.74 Cu.M.
2) STONE MASONRY WORK :-
(I) a Stone masonry 1st sort in C.M. 1:6 with pointing 1.50 Cu.M.
b Stone masonry 1st sort in C.M. 1:5 without pointing 1.90 Cu.M.
c Stone masonry 1st sort in C.M. 1:4 without pointing 2.40 Cu.M.
d Stone masonry 1st sort in C.M. 1:3 without pointing 2.58 Cu.M.
(II) a Stone masonry II nd sort in C.M. 1:6 without pointing 1.70 Cu.M.
b Stone masonry II nd sort in C.M. 1:5 without pointing 2.10 Cu.M.
c Stone masonry II nd sort in C.M. 1:4 without pointing 2.42 Cu.M.
d Stone masonry II nd sort in C.M. 1:3 without pointing 3.20 Cu.M.
3)
(I) a U.C.R. Masonryin in C.M.1:6 without pointing 1.70 Cu.M.
b U.C.R. Masonryin in C.M.1:5 without pointing 2.05 Cu.M.
c U.C.R. Masonryin in C.M.1:4 without pointing 2.40 Cu.M.
d Laterite stone masonry in C.M.1:6 1.02 Cu.M.
1:8
1:1.5:3
CEMENT CONSUMPTION STATEMENT
Cement required for various type of construction work
Description of Mix
1:1
1:1.5
1:2
1:3
1:4
1:5
1:6
M.400
C.C.M.100 With 15% plum
1:2:4
1:3:6
1:4:8
1:5:10
M.100
M.150
C.C.M.1:3:6 With 15% plum
M.200
M.250
M.300
M.350
238
Sr. No. Cement required
in bags.
UnitDescription of Mix
(II) a B.B. Masonry IInd sort in C.M. 1:5 1.00 Cu.M.
b B.B. Masonry IInd sort in C.M. 1:6 1.58 Cu.M.
c Half brick thick walls in C.M. 1:4 .0.225 Sq.M.
d B.B. Masonry 1st class in C.M. 1:6 without pointing 1.24 Cu.M.
4) POINTING ..
a Store masonry in C.M. 1:3 IInd sort. .0.025 Sq.M.
b B.B. Masonry in C.M. 1:3 iind class 0.03 Sq.M.
5) FLOORING
1 0.57 1 Sq.M.
2 3.65 1 Sq.M.
2a 3.00 1 Sq.M.
3 0.35 1 Sq.M.
4 0.25 1 Sq.M.
6) CEMENT REQUIRED FOR COLLERS JOINTS
a 250 mm. dia. NP-2 class 0.02 R.M.
b 300 mm. dia. NP-2 class .0.025 R.M.
c 450 mm. dia. NP-2 class 0.030 R.M.
d 600 mm. dia. NP-2 class 0.050 R.M.
e 750 mm. dia. NP-2 class 0.070 R.M.
f 900 mm. dia. NP-2 class 0.10 R.M.
g 1000 mm. dia. NP-2 class 0.11 R.M.
h 1200 mm. dia. NP-2 class 0.15 R.M.
7) a Ridge tile in C.M. 1:3 0.30 R.M.
b Stone ware pipes 1 inch dia. 6 inch dia. 0.15 R.M.
c W.C. pan fixing 1.000 No.
d 0.520 Sq.M.
8)
Sr.No. Thickness .1:1 .1:2 .1:3 .1:4 .1:5 .1:6
1 6 mm -- -- 0.07 0.045 -- --
2 12 mm 0.286 0.202 0.140 0.110 0.090 0.0817
3 20 mm 0.425 0.300 0.210 0.180 0.145 0.1207
4 25 mm 0.496 0.341 0.254 0.197 0.180 0.1450
5 25 mm sand faced -- -- -- 0.26 -- --
Providing water poofing type treatment over old or new surface
with applying slurry, providing brick bats and filling with cement
morter 1:1 I.P.S. Over it.
PLASTER THICKNESS PROPORTION CEMENT IN BAGS AS PER 1SQ.M.
Shahabad stone paving over 20mm. murum bedding including
pointing 1:3 finishing pointing
Indian patent stone flooring on 1.5 inch 1:2:4 C.C. hedding
concrete finishing 50mm. thick
Indian patent stone flooring on 1.5 inch 1:2:4 C.C. hedding
concrete finishing 40mm. thick
Cement tiles flooring in C.M. 1:4 bedding and slury.
Cement tiles dado in C.M. 1:4 including backing coat 12 mm.
thick.
239
Recommended