Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date25 Mar 2025
Closing Soon2 Apr 2025
Tender Amount₹ 4,05,30,000
Costs
EMD
₹ 22,30,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEBLY_1022069_4Tender No
1323/76(C(A)(ET)-08/24-25 DT 20-02-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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RCC work in M-30 in well steining with cement aproved coarse sand & 2cm. Gauge well graded grit including nece-sarry shuttring, placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labours T&P etc. required for proper completion of the work.
567.6
9034
5127698.4
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Sinking of 5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil,clayey soil and rock as shown against each case ,cpmplete as per drawings and clause 1200 of MORT&H specification (2001).Depth of sinking reckoned from bed level. (i) depth below bed level up to 3.0M
12
11330
135960
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ii) depth below 3.00 to 10 M
28
16641
465948
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iii) Beyond 10.00 to 20.00 M
32
20856
667392
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M 25 grade plain cement concrete with 10 per cent extra cement in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in bottom plug.
131.1
10473
1372974.38
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M 25 grade plain cement concrete in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in intermediate plug.
12.21
8768
107042.55
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Sand filling in wells complete as per drawing and clause 1207 of MORT&H Specifications (2001)
524.96
1394
731791.12
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M30 grade Reinforced cement concrete in well foundation as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001) in well cap.
117.75
9778
1151359.5
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M 30 grade Reinforced cement concrete in substructure as per drawing as clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in piers
26.69
9034
241117.46
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M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in piers caps
46.41
9034
419307.78
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M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) abutment columns
20.74
9034
187365.16
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M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) abutment top beams
18.97
9034
171420.15
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M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in back walls
14.26
9034
128788.7
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M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications (2001) in wing walls
19.31
9034
174406.79
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RCC M-35 in superstructure with cement approved coarse sand & 2cm gauge well graded grit including nece-sary shuttring placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all material labours T&P etc required for porper completion of wortk.
425.83
11754
5005207.29
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Supply and fixing and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications
135.6
72525
9834390
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M 25 grade renforced cement concrete approach slab excluding reinforcement as per drawings and clause 1200,1500 & 1700 of MORT&H Specifications (2001)
18.38
9777
179652.38
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M 15 ordinary grade plain cement concrete leveling course below approach slabs per drawings and clause 1500, 1600, 1700 & 2700 and MORT&H Specifications (2001)
9.19
8721
80124.19
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Supply and fixing of 100 mm dia PVC pipe for services in footpaths per drawings
27
135
3645
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Back filling behind abutment, wing wall and return wall with (Granular Sub-base) complete as per drawing and technical specifications
263.5
4745
1250316.4
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Supply, fitting and fixing in positions true to line and level 500 x 400 x 96 mm sixe elastomeric bearing comforming to IRC 83 (part II) section ix compelete with all accessories including all labour material T & P and testing charges required for the porper compeletion of the work as per drawing and Morth specifications (2001)
345600
-
297587.27
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Providing and laying of a strip seal expansions joint catering to maximum horizontal movement up to 70mm compelete as per approved drawing and standard specification to be installed by the manufacturer/s supplier or their aurthorized representative ensuring compliance to the manufacturer,s instructions for installation
32
9034
289088
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Drawing and Design with vated
1
200000
200000
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Survey and Soil Testing with all Report.
1
100000
100000
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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 to meet requirement of table 300-2.
975
150
146250
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Laying of 1000 mm dia R.C.C. Hume pipe NP-3 Class for Water divert
37.5
5865
219937.5
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Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60 m (200ft.) SOR 692
388.5
570
221445
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Dismantling reinforced cement concrete or reinforced brick work, including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 m. SOR 694
98
1224
119952
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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 to meet requirement of table 300-2.
11127.5
150
1669125
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Construction of granular sub-base Grading 1 by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, as per section 400 of MORTH specifications complete in all respects.
254.06
4190
1064648.91
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH Specification Clause 406 (4.14)
387.5
4517
1750531.25
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Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. As per MORTH Specification Clause 502 (5.1)
2037.5
48
98207.5
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Providing and applying tack coat with VG-10 (IOC/HPCL) using bitumen pressure distributor at the rate of 0.20 to 30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per MORTH Specifications section 500 / relevant IRC codes complete in all respects.
2037.5
11
23227.5
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Providing and laying dense graded bituminous macadam Grading 1 with 80 - 100 TPH capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 (IOC/HPCL) @ 4.5 per cent, mini., by weight of total 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, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification section 500 complete in all respects.
101.88
11051
1125841
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Providing and applying tack coat with VG-10 (IOC/HPCL) using bitumen pressure distributor at the rate of 0.25 to 35 kg per sqm on the prepared bituminous surface cleaned with mechanical broom, as per MORTH Specifications 500 complete in all respects.
2037.5
19
38916.25
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Providing and laying bituminous concrete Grading 2 with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 (IOC/HPCL) @ 5.4 per cent, mini., 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, vibratory and tandem rollers to achieve the desired compaction as per MORTH specifications 500 complete in all respects.
61.13
11556
706409.4
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Type - A, "W": Metal Beam Crash Barrier
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m 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 5 mm, 330 mm long complete as per clause 810. (As per Lko SOR Ch-26 sl no-26)
200
3107
621400
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Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)
200
1375
275000
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Construction of Embankment with approved material obtained from Borrow-pits with all leads & lifts, transporting to site, spreading, grading to required slope and compacting to meet requirements etc as per MORD clause 300.1 AND 300.2 with a lead upto 1000m.as per technecal specification clause 301.5.
2693
150
403950
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Providing and laying filter material undermeath pitching in slopes complete as per drawing and technical specification.
36
5461
196596
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Providing and laying pitching on slopes laid over prepared filter media including boulder pron laid dry in front of toe of embankment complete as per drawing and technical specification
73
5104
372592
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