Boq Uit Sgnr

7/30/2019 Boq Uit Sgnr

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Bidder Name:Excess ( + ) 0.00 %

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1 Earth work in excavation for foundation

of structure complete with all lift,

dewatering shoring and shuttering etc

.including refilling of trenches in 250

mm layers, ramming, watering and

disposal of surplus soil with all l ifts and

lead upto 1000 meters, exclusive of

compensation of earth as per MoRTH

Specification : Clause : 301 to 305

1.1 In marshy soil upto 3 meter depth 624.91 cum 320.00 Rupees Three Hundred

& Twenty Only

199971.20

1.2 In Ordinary Soil Depth upto 3 meter 1065.57 cum 140.00 Rupees One Hundred &

Fourty Only

149179.80

1.3 In Ordinary Soil Depth above 3 meter &

upto 6 meter

546.8 cum 170.00 Rupees One Hundred &

Seventy Only

92956.00

Description of work No.or

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Tender Inviting Authority: Executive Enginee, Urban improvement Trust, SriGanganagar

Name of Work: Construction of High Level Bridge at Gang Canal, Sriganganagar

Contract No:

SCHEDULE OF WORKS

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No.

AMOUNT

Rs. P

Estimated Rate

Signature of Tenderer with seal


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Contract No:

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AMOUNT

Rs. P

Estimated Rate

2 Providing and laying Cement concrete

for plain/reinforced concrete in open

foundation as per drawing and

technical specification. As per MoRTH

Specification : Section 1500,

1700&2100 including form work at any

level.2.1 P.C.C. grade M20 96.31 cum 4400.00 Rupees Four Thousand

Four Hundred Only

423764.00

2.2 R.C.C. grade M35 305.58 cum 4975.00 Rupees Four Thousand

Nine Hundred & SeventyFive Only

1520260.50

2.3 P.C.C. grade M15 37.8 cum 3980.00 Rupees Three Thousand

Nine Hundred & Eighty

Only

150444.00



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Contract No:

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AMOUNT

Rs. P

Estimated Rate

3 Providing and laying Cement concrete

for plain/reinforced concrete in open

foundation as per drawing and

technical specification. As per MoRTH

Specification : Section 1500,

1700&2100 including form work at any

level.3.1 R.C.C. grade M30 upto 5 meter height 237.6 cum 5110.00 Rupees Five Thousand

One Hundred & Ten

Only

1214136.00

3.2 P.C.C grade M20 upto 5 metre height 11.25 cum 4650.00 Rupees Four ThousandSix Hundred & Fifty Only 52312.50

4 Structural Cement concrete upto height

of 5m for reinforced concrete in

superstructure complete including steel

formwork, scaffolding etc. as per

drawing and technical specification as

per MoRTH Specification 1500 & 1700



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Contract No:

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No.

AMOUNT

Rs. P

Estimated Rate

4.1 M 35 grade T - beam and slab

superstructure

291.79 cum 5940.00 Rupees Five Thousand

Nine Hundred & Fourty

1733232.60

5 Reinforced Cement Concrete wearing

coat M30 grade at any level including

formwork and reinforcement complete

as per drawing and technical

specification as per MoRTH

specification 2202, 1500 & 1700.

111.2 cum 6200.00 Rupees Six Thousand

Two Hundred Only

689440.00

6 Slab seal type expansion joint complete

as per drawing and technicalspecification including acceptance

testing as specified, to be installed

under supervision of a specialist

manufacturer as per MoRTH

24 Rmt 20000.00 Rupees Twenty

Thousand Only

480000.00



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Contract No:

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No.

AMOUNT

Rs. P

Estimated Rate

9.1 TMT Steel bar reinforcement 51.06 tonne 52000.00 Rupees Fifty Two

Thousand Only

2655120.00

10 Random rubble dry stone Kharanja

under floor.

169.13 cum 702.00 Rupees Seven Hundred

& Two Only

118729.26

11 P&F on culverts/ bridges deck rain

water spouts made of cast iron as per

MoRTH specification complete

16 Nos. 1319.00 Rupees One Thousand

Three Hundred &

Nineteen Only

21104.00

12 Providing and applying tack coat with

bitumen emulsion on the prepared

surface including cleaning as per IS :

8887 & manufacturers specifications

@ 2 kg /10sqm. With a self propelled or

towed bitumen pressure sprayer

equipped for spraying the material

uniformly at specified rates and

temperatures as per MoRTH

specification Clause 503 & 112

62.4 sqm 9.90 Rupees Nine - Paise

Ninety Only

617.76



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Contract No:

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AMOUNT

Rs. P

Estimated Rate

12.1 Add extra to item for 1Kg / 10 Sqm

emulsion

31.2 sqm 4.00 Rupees Four Only 124.80



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Contract No:

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AMOUNT

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Estimated Rate

13 Providing and laying bituminous

concrete as per design mix on

prepared surface with specified graded

stone as per table 500-18 for wearing

course including loading of aggregate

with Front end loader and hot mixing of

binder (including cost of anti-stripping

compound, wherever required) and 3%

cement filler with aggregates in hot mix

plant 40-60 TPH Transporting the mix

material with tipper and laying withsensor paver finisher (as per clause

507.3.5) to the required level , grades

and rolling with vibratory compactor

and pneumatic tyred roller 150-250

KN,TP=0.7 Mpa, to achieve the desired

density (approved by the department)

excluding cost of primer/tack coat

(MoRTH Specification : Clause -509 &



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Contract No:

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Estimated Rate

13.1 30-45 mm compacted thickness with 6

% binder grading - 2 with lead of mix

material 1 Km

With straight run bitumen grade 60/70

13.73 cum 10450.00 Rupees Ten Thousand

Four Hundred & Fifty

Only

143478.50

14 Providing and filling in foundation

trenches and at the back of abutments,

wing walls etc.and below pipe bed in

layers not exceeding 150 mm thick

incliding watering and compacting

including all leads and lifts

14.1 Filter medium behind abutment, wing

and return wall, MoRTH Specification :

Clause:2504].

97.5 cum 900.00 Rupees Nine Hundred

Only

87750.00



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Contract No:

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AMOUNT

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Estimated Rate

15 Providing and laying of hot applied

thermo plastic compound inclusive of

Type - 1 reflectorising glass beads as

per table 800.3 , 800.4 applied in

uniform thickness of at least 2.5 mm

and spread uniformly with reflectorising

glass beads type -2 in addition @ 250

gm/scm with a road marking machine

as per IRC : 35 complete with traffic

diversion arrangement as per MoRTH

specification Clauses 803.4

237.7 sqm 800.00 Rupees Eight Hundred

Only

190160.00



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Contract No:

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AMOUNT

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Estimated Rate

16 Providing & Mixing admixture in

Cement Concrete flooring / Cement

Plaster / Plain or RCC work, Synthetic

Polyster Triangular construction fiber of

length 6mm/12mm/18mm with specific

gravity 1.34 to 1.40 and and diameter

10-40 microns and melting point >220

degrees centigrade by using 125 gm

fiber for 50kgs cement used as per

direction of Engineer - in Charge.

870.57 kgs 372.00 Rupees Three Hundred

& Seventy Two Only

323852.04

17 Dismantling up to 1.5m in foundation

and/or 1.5m above ground level

including T&P and scaffolding

wherever necessary, sorting the

dismantled material, disposal of

unserviceable material, and stacking

serviceable material with in a lead of

1000m. [MoRTH Specification clause



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Contract No:

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AMOUNT

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Estimated Rate

17.1 Reinforced cement concrete with

cleaning, straightening and cutting of

bars and seprating out from R.C.C.

3 cum 1250.00 Rupees One Thousand

Two Hundred & Fifty

Only

3750.00

17.2 Dismantling Brick/ Tiles work in cement

Mortar

195 cum 375.00 Rupees Three Hundred

& Seventy Five Only

73125.00

18 Providing and applying 2 coats of water

based cement paint to unplaster

concrete surface after cleaning the

surface of dirt, dust, oil, grease,

efflorescence and applying paint @ of 1

liter for 2 Sqm.

155.75 sqm 40.00 Rupees Fourty Only 6230.00

19 Clearing grass and removal of rubbish

maximum 150mm in thickness upto a

distance of 100 Mtr outside the

periphery of the area by manual means

1.08 Hect. 10000.00 Rupees Ten Thousand

Only

10800.00



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Contract No:

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20 Clearing and grubbing road landincluding uprooting rank vegetation,

grass, bushes, shrubs, saplings and

trees girth upto 300 mm, removal of

stumps, disposal of unserviceable

materials and stacking of serviceable

material upto 1000m from road

boundary as per MORTH specification

clause 201

0.12 Hect. 30000.00 Rupees Thirty ThousandOnly

3600.00

21 Construction of embankment with

approved material obtained from

borrow pits with all lifts and leads,

transporting to site, spreading, grading

to required slope and compacting by

vibratory roller 8-10 Tonne to meet

requirement of Table 300-2 including

cost of compensation for earth taken

from private land with ALL lead As per

MoRTH specification Clause No. 305.

17850 cum 171.00 Rupees One Hundred &

Seventy One Only

3052350.00



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Contract No:

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AMOUNT

Rs. P

Estimated Rate

22 Dressing of earth work including cuttingand filling up to 15cm [MoRTH

Specification Clause 301 to 305]

140 cum 25.00 Rupees Twenty FiveOnly

3500.00

23 Box cutting/Trenching the Sub Grade to

proper slope, camber and removing

inequalities including removing

deleterious stuff and depositing on the

road side slopes (cutting of earth shall

be paid separately in the respective

item on the basis of classification of the

excavation done by the Engineer

(MoRTH specification clause 301 to

84 100 sqm 50.00 Rupees Fifty Only 4200.00



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Contract No:

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AMOUNT

Rs. P

Estimated Rate

24 Earthwork in excavation in foundationtrenches etc. in drains and channels

etc. not exceeding 2 meters depth

including dressing of bottom and sides

of trenches, stacking the excavated soil

3m. Clear from the edge of excavation

including disposal of all surplus soil, as

directed within a lead of 1000

meters.[MoRTH Specification : Clause

301,304].

In Ordinary Soil

420 cum 60.00 Rupees Sixty Only 25200.00



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Contract No:

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AMOUNT

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Estimated Rate

25 Providing and laying granular sub-basematerial having P.I. not more than 6

including compacted thickness and

consolidation by 8-10 tonne power

roller at OMC to achieve desired

density to required camber and grade

including cost of water and hire

charges of machinery including T&P

upto 20 km (Compacted thickness to

be measured)

25.1 Grading as per MoRTH specification :Table 400-1 400-2 with CBR Value not

less than 30.

To achive 100 % proctor Density

2028.6 cum 350.00 Rupees Three Hundred& Fifty Only 710010.00

25.2 Grading as per MoRTH specification :

Table 400-1 400-2 with CBR Value not

less than 25.

To achive 100 % peoctor Density

225.75 cum 340.00 Rupees Three Hundred

& Fourty Only

76755.00



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Contract No:

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AMOUNT

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Estimated Rate

25.3 Add extra over item No. 25forcompacted thickness for additional lead

of granular material (170 KM)

2254.35 537.50 Rupees Five Hundred &Thirty Seven - Paise

Fifty Only

1211713.13



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Contract No:

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AMOUNT

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Estimated Rate

26 Providing, laying, spreading andcompacting stone aggregate of

specific sizes as per table 400-6 &

400-7 to Water Bound Macadam

specification including spreading in

uniform thickness, hand packing rolling

8-10 tonnes in stages to proper grade

and camber, applying and brooming

requisite type of screening and binding

materials to fill up the interstices of

coarse aggregates watering (with waterbrowser) and rolling, making necessary

earthen bund to protect edges, lighting,

guarding, barricading and maintenance

of diversion etc. [MoRTH specification :

Clause 404] ( By manual means) with

all leads(Compacted thickness as

26.1 Grading no -2 (63 - 45 mm) Crusher

broken

1323 cum 1780.00 Rupees One Thousand

Seven Hundred & Eighty

Only

2354940.00



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Contract No:

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AMOUNT

Rs. P

Estimated Rate

26.2 Grading no -3 (53 - 22.4 mm) Crusherbroken

1323 cum 1840.00 Rupees One ThousandEight Hundred & Fourty

Only

2434320.00

27 Providing and applying primer coat

over prepared surface or granular base

with bitumen emulsion as per IS: 8887

& manufacturers specifications @ 7.5

kg /10 sqm with a self propelled or



uniformly at specified rates andtemperatures Including cleaning of road

surface as per MoRTH specification

7000 sqm 34.00 Rupees Thirty Four Only 238000.00



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Contract No:

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AMOUNT

Rs. P

Estimated Rate

28 Providing and applying tack coat on theprepared surface, with bitumen

emulsion as per IS : 8887 &

manufacturers specifications @ 2.50

kg /10sqm. With a self propelled or



uniformly at specified rates and

temperatures as per MoRTH

specification Clause 503 & 112

14000 sqm 11.90 Rupees Eleven - PaiseNinety Only

166600.00



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Contract No:

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AMOUNT

Rs. P

Estimated Rate

29 Providing and laying Dense BituminousMacadam on prepared surface with

specified graded crushed aggregates

as per table 510 and design mix for

base/binder course including loading of

material with F.E loader heating of

binder (including cost of antistripping

compound wherever required)

aggregate and filler in approved hot

mix plant 40-60 TPH transporting the

mixed material by tippers and layingwith sansor paver finisher as per clause

507.3.5 to the required level and grade

rolling by self propelled power rollers

and vibratory rollers or pneumatic tyred

roller 150-250KN. TP=0.7MPa to

achieve the desired density (approved

by the department) but excluding cost

of primer/tack coat. [MoRTH

Specification : Clause 507,112] with

630 cum 8275.00 Rupees Eight ThousandTwo Hundred & Seventy

Five Only

5213250.00



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Contract No:

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AMOUNT

Rs. P

Estimated Rate

30 Providing and laying bituminousconcrete as per design mix on

prepared surface with specified graded

stone as per table 500-18 for wearing

course including loading of aggregate

with Front end loader and hot mixing of

binder (including cost of anti-stripping

compound, wherever required) and 3%

cement filler with aggregates in hot mix

plant 40-60 TPH Transporting the mix

material with tipper and laying withsensor paver finisher (as per clause

507.3.5) to the required level , grades

and rolling with vibratory compactor

and pneumatic tyred roller 150-250

KN,TP=0.7 Mpa, to achieve the desired

density (approved by the department)

excluding cost of primer/tack coat

(MoRTH Specification : Clause -509 &

112)

50-65 mm compacted thickness with5.5 % binder grading - 1 with lead of

mix material 1 Km

With straight run bitumen grade 60/70

280 cum 9190.00 Rupees Nine ThousandOne Hundred & Ninety

Only

2573200.00



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Contract No:

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AMOUNT

Rs. P

Estimated Rate

31 Providing and laying mechanicallymixed and vibrated Cement Concrete

in foundation up to a depth of 1.5

meters below ground level and 1.50

meters above Ground/Bed

level.[MoRTH Specification : Clause

1000 & 1700]

P.C.C 1:3:6 mix crushed stone

135 cum 3450.00 Rupees Three ThousandFour Hundred & Fifty

Only

465750.00

32 Providing and laying First class brick

masonry work (minimum 10.5 MPa) in

foundation & plinth complete includingall scaffolding etc. but excluding

pointing and plastering as per drawing

and technical specification as

per[MoRTH Specification : section

1000,1300]

Cement mortar 1:3 (1 cement : 3

306 cum 3200.00 Rupees Three Thousand

Two Hundred Only

979200.00



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Contract No:

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AMOUNT

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Estimated Rate

33 P & F Delineator with 30 cm. dia RCCHume pipe (IS-Marked) pipe 1.0 M.

Long 40 cm embedded in the earth the

inside pipe shall be filled with cement

concrete (1:4:8) (1 cement : 4 Coarse

sand : 8 Coarse aggregate) with semi

circular hump at top the pipe shall be

painted 15 cms wide alternate strips

with black / white with enamel paint

(black strip at top) with red round

reflector 7.5 cms dia at top on side

facing the traffic and opposite side (as

per IRC - 79)

10 Each 450.00 Rupees Four Hundred &Fifty Only

4500.00



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Contract No:

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AMOUNT

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Estimated Rate

34 Supply hoisting and fixing in positionoverhead sign with a corrosion

resistant 2 mm thick aluminium alloy

sheet with heigh intensity grade retro -

reflectivr sheeting of encapsulated

lense exclusive lettering, border and

sign type with vertical and lateral

clearence installed over adesigned

support system of aluminium alloy or

galvonised steel trestles and trusses of

sections and type as per structural

design requirement and approved

plans As per MoRTH specifications :

34.1 Truss and vertical support 5 tonne 71500.00 Rupees Seventy One

Thousand Five Hundred

357500.00

34.2 Aluminium alloy plate fixed with heigh

intensity grade sheeting

57.6 sqm 6600.00 Rupees Six Thousand

Six Hundred Only

380160.00



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Contract No:

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AMOUNT

Rs. P

Estimated Rate

35 Supply of Mandatory/ Regulatory retroreflective sign boards 60 cm Dia made

out of 2.0 mm thick aluminum sheet

riveted on a frame of 40X40X3mm

angle Iron, face to be fully covered by

white/ blue high intensity grade retro

reflective sheeting with Red/white

symbol, cut out or screen printed back

ground with epoxy paint, confirming to

MoRTH specifications. (1995) CI. 801

with angle iron post 65x65x6 mm 3

8 Each 4235.00 Rupees Four ThousandTwo Hundred & Thirty

Five Only

33880.00

36 Supplying Direction and place

identification sign board made out of 2

mm thick sheet framed to angle iron

40x40x5 mm and two vertical posts of

angle iron of size 65x65x6 mm 3 meter

long with hold fasts, stove enameled

paint reflective letter, numerals, symbol

etc. Complete of size:



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Contract No:

SCHEDULE OF WORKS

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AMOUNT

Rs. P

Estimated Rate

36.1 900x750 mm 4 Each 2365.00 Rupees Two ThousandThree Hundred & Sixty

Five Only

9460.00

36.2 1200x750 mm 2 Each 3330.00 Rupees Three Thousand

Three Hundred & Thirty

Only

6660.00

37 Supply of Hazard Marker made out of 2

mm thick M.S. sheet size 300x300x3

mm framed with angle iron 25x25x3

mm and fixed on channel posts

75x40x6 mm and hold fast at bottom

whole body is painted in white stovingenamel and 6 Nos., 5 cm dia reflective

sheet on white reflective background

with additional border of 1.25 cm all

4 Each 600.00 Rupees Six Hundred

Only

2400.00

38 Supply of cat's Eye made of aluminium

alloy size 75x100x25 mm having 21 bi-

convex lenses embedded in circular

disk of ABS plastic on each side.

100 Each 210.00 Rupees Two Hundred &

Ten Only

21000.00



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Contract No:

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AMOUNT

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Estimated Rate

39 Fixing of cat's eyes on road suface /walls including transporting ,

excavation etc. complete

100 Each 60.00 Rupees Sixty Only 6000.00

34064046.09

34064046.09 34064046.00Quoted Amount

Total estimated cost in Figures



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Contract No:

SCHEDULE OF WORKS

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AMOUNT

Rs. P

Estimated Rate

Quoted rate in Words Rupees Three Crore Fourty Lakh Sixty Four Thousand &Fourty Six

Only


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