Scanned by CamScannerjodhpurmc.org/PDF/NitTender/merzingg_Tender_1326.pdf · 2019. 2. 21. · engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and

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NIT No. ………………………… Date ………………………… Sr. No. ……………………………..

Last Date of Sale : ……………………. Earnest Money : Rs ………………….

Date of Receipt …………………………………. Cr. No. ………………. Date …………..

Copy Issued to M/s. …………………………………………………….

S.No. Item Qty. Unit Rate In Rs. Amount

1

Providing and fixing Barricating at site of work for

restricting the general public using 80-100 m dia Wooden

Ballies as vertical post with average spacing of 1.80 meter

between two vertical posts, having height at least 1.5m

above road/ ground level and at least 30-45 cm below

road/groud level by making suitable size hole in road/

ground, providing and fixing two rows of 80-100 mm

wooden ballies as horizontal members with jute russies.

Both vertical and horizontal members shall be painted in

red and white colour strips as per approved pattern as and

when it becomes shabby but at least after every alternative

shifting at new location. After shifting/ removal of

barricating holes shall be filled up properly and site is to

be cleared in all respect. (Note- measurement is to be

dones in linear basis 16690 Rmt 84

1401960.00

1401960.00

1

Making hole of appropriate size depth upto 30cm in B/T or

cement concrete road required for barricating as required

including cleaning of side complete.

a B/T Road 3000 Nos

b C/C road 1500 Nos

Note

OFFICE OF THE MUNICIPAL CORPORATION, JODHPUR

G-SCHEDULE

Name of work- Barricating work at various places in nagar nigam limit area

G-schedule Total

H-schedule Item

1.dk;Z dh nks"k fuokj.k (Defect Liablity) vof/k dk;Z iw.kZrk ds i'pkr Rkhu o"kZ rd jgsxhA

2-l'krZ fufonk Lohdkj ugha gksxhA

3-dk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA

4- dk;Z izkjEHk djus ls iwoZ dh dk;ZLFky ds QksVksxzkQ@fofM;ksxzkQh ysdj dk;kZy; esa tek djokuk vko';d gksxkA

dk;Z iw.kZ djus ds i'pkr iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA


I/We agree to execute the above work @ …………...………………% above/below (in figure)

Signature of Contractor

Executive Engineer,

Nagar Nigam Jodhpur

(In word ……………………………..……………………………………………% above/below) of the 'G'

Schedule rates & we agree to abide by general & special conditions of the contract

5- th&f'kM~;wy esa enokj njs ekU; ugha gksxhA th- lkj.kh ij izfr'kr ,ckÅ (Above) vFkok fcyks (Below) njs gh ekU; gksxhA

6 lHkh izdkj ds dj laosnd dks ogu djus gksxsA

7- th&'ksM~;wy ds vkbZVe dh nj esa ;k vU; dksbZ Hkh Vadj.k =qfV jgus ij QkbZuy ch-,l-vkj- gh ekU; gksxhA

8- laosnd }kjk dk;ZLFky dh lqj{kk dh O;oLFkk Lo;a dks djuh gksxhA

9- dk;Z esa nks"k fuokj.k vof/k fu;ekuqlkj jgsxhA10- laosnd dks ljdkjh dk;Z esa csfjdsfMx ds dk;dk de ls de 2 o"kZ dk vuqHko gksuk vko';d gSaA ftlls lacaf/kr nLrkost fufonk ds lkFk vkWuykbZu lcfeV djkus vfuok;Z gksaxsA

NIT No. ………………………… Date ………………………… Sr. No. ……………………………..



Copy Issued to M/s. …………………………………………………….


1Silt clearance of drains, channels and canals with lift 1.5

Mtr. and lead up to 50Mtr.150.00 Cum. 63.00 9450.00

2

Earth work in excavation in foundation trenches or drains

including dressing of sides and ramming of bottoms, lift up

to 1.5 Mtr. including taking out the excavated soil and

depositing and refilling of jhiri with watering & ramming and

disposal of surplus excavated soil as directed within a lead

of 50 meter. All kinds of soil.

250.00 Cum. 159.00 39750.00

3

Add extra rate for quantities of works executed (respective

applicable rates):

(A) In or under water and or liquid Mud/Marshy soil.

150.00 Cum. 31.80 4770.00

(B) In or under foul conditions. 150.00 Cum. 39.75 5962.50

4

Providing and laying in position cement concrete including

curing compaction etc. of specified grade excluding the

cost of centering and shuttering All up to plinth level 1:4:8

(1Cement :4 Course Sand :8 Graded stone aggregate 40

mm nominal size (Crusher Broken)

75.00 Cum. 2755.00 206625.00

5

Providing and laying in position cement concrete including

curing compaction etc. of specified grade excluding the

cost of centering and shuttering All up to plinth level IS 456-

2000 : 1:1.5:3 (1Cement :1.5 Course Sand :3 Graded

stone aggregate 20 mm nominal size

40.00 Cum. 4066.00 162640.00

6

Random Rubble stone masonary for foundation and plinth

in Cement Sand Mortar above 30 Cm. thick wall in :

Cement Mortar 1:4 (1-Cement:4-Sand).

200.00 Cum. 3122.00 624400.00

7

Random Rubble stone masonary for superstructure above

plinth level one storey height above 30 Cm. thick walls in :

Cement Mortar 1:4 (1-Cement:4-Sand).

150.00 Cum. 3704.00 555600.00

8

Plaster on new surface on walls in cement sand mortar 1:4

including raking of joints etc. complete fine finish: 25 mm

thick.

600.00 Sqm. 204.00 122400.00

9

Cement concrete flooring grade 1:2:4 (1-Cement:2-Coarse

sand:4-graded stone aggregate) rounding off edges etc.

but excluding the cost of nosing of steps etc. complete IS

2571-1970 :75 mm thick with 20 mm thick nominal size

aggregate.

250.00 Sqm. 371.00 92750.00

10Pointing on stone masonary in cement sand mortar 1:3 (1-

Cement:3-Sand) : Raised and cut pointing.300.00 Sqm. 120.00 36000.00

11

Dismantling stone rubble masonry including stacking of

serviceable material and disposal of unserviceable material within

50 meters lead.In Cement mortar.

25.00 Cum. 641.00 16025.00

12

Providing and Fixing of Reinforced Ferro-Cement Drain

cover designed for class ‘A’ loading duly marked on cover

with adequate steel reinforcement having thickness 75 mm

to 150 mm, anti-corrosive bitumen painted M.S. plate, Rim

and on M.S. fitings 2100*500mm

300.00 Sqm. 2392.00 717600.00

13

Supplying and fixing Soorsagar Bhura or Equivalent ashlar

sills, lintels and dassa, bearing, bed & top surface made

perfenctly even, jambs, skirting steps etc. rough dressed:35.00 Cum. 4475.00 156625.00


G-SCHEDULE

Name of work- sahar vidhansabha chetra me versha se chatigrasth vibhin nalo ki marmat ka work.


14

Providing and fixing of semi reflective cautionary,

mandatory and informatory sign board as per IRC:67 made

of 1.5 mm thick MS Sheet Supported and welded duly

strengthened by 25 mm x 25mm x 3 mm MS angle iron on

all three sides, duly stove white colour in front and gray

colour on back with red reflective border of 65 mm width

and required letters and figures with reflective tape

engineering grade as per Clause 1701.3.9 of MORD for

Rural Roads of required shade and colour supported and

welded on 47mm x 47 mm x 12 SWG sheet tube firmly

fixed to the ground by mean of properly designed

foundations with M-15 grade cement concrete

450x450x600 mm, 600 mm below ground level as per

approved drawing Clause 1701.2.2 800 mm*600mm

rectangular

20.00 nos 3063.00 61260.00

15

Providing and fixing steel gate grating and grills made of

angles, tees, square bars or other flats black pipe with

holdfast and fittings complete as per design and drawing

including cutting welding and fabrication with priming coat

of red oxide.

2000.00 kg 89.00 178000.00

16

Carriage of Earth, Rubbish etc by Mechanical transport

including loading, unloading stacking etc complete with all

lead & lifts 5Km

150.00 Cum. 66.50 9975.00

2999832.50

Note

Total









Executive Engineer,

Nagar Nigam Jodhpur



9- dk;Z esa nks"k fuokj.k vof/k fu;ekuqlkj jgsxhA





NIT No. ………………………… Date ………………………… Sr. No. ……………………………..



Copy Issued to M/s. …………………………………………………….


1

Demolishing cement concrete manually/ by mechanical

means including disposal of material within 50 metres lead

as per direction of Engineer-in-charge.

2Nominal concrete 1:3:6 or richer mix (i/c equivalent design

mix).15 Cum 729 10935.00

3 1:4:8 or leaner mix 15 Cum 447 6705.00

4

Dismantling of flexible pavements and disposal of

dismantled materials up to a lead of 50 metres, stacking

serviceable and unserviceable materials separately as

directed by Engineer.

5 Bituminous courses 10 Cum 1020 10200.00

6 Granular courses 10 Cum 682 6820.00

7

Providing and laying in position cement concrete of

specified grade excluding the cost of centring and

shuttering - All work upto plinth level :

81:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone

aggregate 20 mm nominal size).9 Cum 4650 41850.00

91:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone

aggregate 40 mm nominal size).16 Cum 3160 50560.00

10

Providing and fixing of precast concrete interlocking tiles of

desired shape of M 30 grade manufactured from fully

computerized automatic stationery hydraulic viebro

pressed machine and fully computerized automatic

batching plant of class A1/A2 as per BS 6717:2001. The

CC interlocking paving blocks be laid on average 50mm.

thick bed of coarse sand and the joint is to be filled with

fine sand. Laying procedure on compacted sub-base as

defined. Complete job is to be executed as per the

instruction of Engineer incharge. The rates to be inclusive

of all lead & Lifts etc. complete as per specifications.

Tensile splitting strength, abrasion and braking load etc. as

per BS 6717:2001, Grey cement.80mm thick

70 sqm 541 37870.00

11

Random rubble masonry with hard stone in foundation and

plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) 40 Cum 2780 111200.00

12

Cement plastering including T&P, scaffolding, material and

complete labpour, including cost of water, curing, racking

of joints etc. with 20 mm cement plaster of mix : 1:6 (1

cement : 6 fine/ coarse sand)

130 Sqm 171 22230.00

13



perfenctly even, jambs, skirting steps etc. rough dressed:

upto 15 cm thick

5 Cum 4475 22375.00

14

Providing granular bedding having width = outer dia of pipe

(Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm

(whichever is higher) and haunching = 0.5Bc, with graded

hard crusher broken stone of 100% passing through 20mm

sheive, 20 to 50 % passing through 10mm sheive and 100

% retain on 6.3mm sheive, laying in layers of thickness

10/15cm including ramming, consolidation etc complete for

RCC pipes of following sizes as per drawing and or as


15 200mm internal diameter rcc pipe 120.00 Mtr 127 15240.00


G-SCHEDULE

Name of work- sewer line and Manhole repairing work in ward no-26


16

Providing at site, lowering & laying in trenches, aligning &

joiting of RCC pipes NP4 class (with s/s ends) as per IS:

458 2003 (amended up to date) at all depths with Rubber

gaskets (EPDM/SBR) for sewer lines as per IS: 5382

(including cost of Rubber gaskets, lubricants) as per

drawing, sectional testing of the sewer line (including cost

and converyance of water to site) etc. complete as per

specification and/ or as directed by Engineer.

17 200mm internal diameter rcc pipe 180.00 Mtr 518.00 93240.00

18


jointing of PVC-U pipes (SN 8) as per IS 15328 (amended

up to date) and as per specifications with rubber rings with

socket and spigot joint , (EPDM/SBR) for all depths for

pipe length as per drawing and specification including

hydraulic field testing and commissioning etc complete as

directed by Engineer. Note : E/w to be measured and paid

separately.

19 110mm dia 35 Mtr 262.00 9170.00

20

Supplying & fixing 560mm dia SFRC manhole frame &

cover in existing manholes including grouting the frame in

PCC M-15 complete in all respect as directed by the

Engineer. HD-20

212.00 nos 2510.00 532120.00

21

Earth work for Sewer line and Manhole in excavation in

foundation, trenches manholes, road side chambers etc.

including dressing of sides and ramming of bottoms,

including getting out the excavated material, refilling after

laying pipe/ foundation and disposal of surplus excavated

material at a lead upto 50m suitable site as per direction of

Engineer for following depths, below natural ground / Road

top level.In all types soils/ saturated soil such as moorum,

sand, sandy silt, clay, black cotton soil, kankar, etc.Depth

upto 1.5 m

80.00 Cum 203 16240.00

22Carriage ofMaterials by mechanical transport including

loading, unloading and stacking ::

23 Earth with lead of 5 km 150.00 Cum 88.98 13347.00

1000102.00






Note

Total




Executive Engineer,

Nagar Nigam Jodhpur








NIT No. ………………………… Date ………………………… Sr. No. ……………………………..



Copy Issued to M/s. …………………………………………………….


1





mix). 20 Cum 72914580.00

3 1:4:8 or leaner mix 20 Cum 447 8940.00

4


dismantled

materials up to a lead of 50 metres, stacking serviceable

and

unserviceable materials separately as directed by

Engineer.



7





aggregate 20 mm nominal size). 13 Cum 465060450.00



10














70 sqm 541

37870.00

11


plinth : Cement mortar 1:6 (1 cement : 6 coarse sand)

62 Cum 2780

172360.00

12




cement : 6 fine/ coarse sand) 150 Sqm 171

25650.00

13




upto 15 cm thick 5 Cum 4475

22375.00

14












G-SCHEDULE



16










18








separately.

19 110mm dia 35 Mtr 262.00 9170.00

20




Engineer. HD-20 155.00 nos 2510.00

389050.00

21










upto 1.5 m100.00 Cum 203

20300.00




1000332.00

Note

Total









Executive Engineer,

Nagar Nigam Jodhpur








NIT No. ………………………… Date ………………………… Sr. No. ……………………………..



Copy Issued to M/s. …………………………………………………….


1





mix). 15 Cum 72910935.00

3 1:4:8 or leaner mix 15 Cum 447 6705.00

4


dismantled


and


Engineer.



7








10














100 sqm 541

54100.00

11



40 Cum 2780

111200.00

12





25650.00

13





26850.00

14












G-SCHEDULE



16










18








separately.

19 110mm dia 43 Mtr 262.00 11266.00

20




Engineer. HD-20 192.00 nos 2510.00

481920.00

21










upto 1.5 m60.00 Cum 203

12180.00




999713.00






Note

Total




Executive Engineer,

Nagar Nigam Jodhpur








NIT No. ………………………… Date ………………………… Sr. No. ……………………………..



Copy Issued to M/s. …………………………………………………….


1





mix). 15 Cum 72910935.00

3 1:4:8 or leaner mix 15 Cum 447 6705.00

4


dismantled


and


Engineer.



7








10














100 sqm 541

54100.00

11



40 Cum 2780

111200.00

12





25650.00

13





26850.00

14












G-SCHEDULE



16










18








separately.

19 110mm dia 43 Mtr 262.00 11266.00

20




Engineer. HD-20 192.00 nos 2510.00

481920.00

21










upto 1.5 m60.00 Cum 203

12180.00




999713.00

Note

Total









Executive Engineer,

Nagar Nigam Jodhpur








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