Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date13 Jan 2025
Closing Soon22 Jan 2025
Tender Amount₹ 1,08,00,000
Costs
EMD
₹ 7,40,000Document Cost
₹ 4,030Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEKNP_992725_2Tender No
7583C/131C-KV/2024 Dt. 30.12.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. 1500, 1700 & 2100 (MORTH 15.11) (E) RCC Grade M25 (Case II) RCC Grade M25 using batching plant transit mixer & manual placing
233.16
8490
1979528.4
... More
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. 1500, 1700 & 2100 (MORTH 15.11) (B) PCC Grade M20 (Case II) PCC Grade M20 using batching plant & manual placing
173.59
7800
1354002
... More
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications - 1600. (MoRT&H no. 15.13)
22.5
76800
1728000
... More
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specification (MORTH 15.14)
68
260
17680
... More
Drainage Spouts complete as per drawing and Technical specification 2705 (MORTH 15.17)
6
3330
19980
... More
Filler joint : Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 2605 (MORTH 15.22) (ii)
39.8
89
3542.2
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 2702 (MORTH 15.18)
8.73
13380
116807.4
... More
Providing and laying Flooring complete as per drawing and Technical specifications laid over cement conrete bedding. 2505 (MORTH 16.08) (A) Rubble stone laid in cement mortar 1:3
45.98
7300
335654
... More
Providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.0.0. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification (MoRT&H no. 15.24)
77.7
3590
278943
... More
Back filling behind abutment, and retaining wall complete as per drawing and Technical Specification (710.1.4.of IRC:78 & 2200) (MORTH 15.23) B. Sandy material
211.9
1490
315731
... More
Flexible Apron :Construction of flexible apron 0.75 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 2507 (MORTH 16.11)
138.65
3430
475552.35
... More
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. (MORTH 3.16) (305)
1200
105
126000
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Construction of granular sub-base 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, complete as per clause 401 (MORTH 4.01)
184
3920
721280
... More
Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. (1000 mm dia) (MORTH 9.04).
62.5
7230
451875
... More
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 (MORD 4.18)
490
630
308700
... More
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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (MORTH 4.14)
89.75
4100
367975
... More
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 kg/sqm using mechanical means.
350
38
13300
... More
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP (120 TPH) using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent 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 clause No. 505 complete in all respects. (Bitumen VG-30)
36.75
11500
422625
... More
Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (MORTH 5.02) (503 (i)
350
10
3500
... More
Providing and laying bituminous concrete with higher capacity batch type hot mix plant (120 TPH) using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 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, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. (MORTH 5.07) (507) (B) (Bitumen VG-30)
14
12950
181300
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (MORTH 3.18) (305)
160
110
17600
... More
Type A 'W' : Metal Beam Crash Barrier : Providing and erecting a 'W' metal beam crash barrier coprising 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 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 second 150 x 75 x 5, 330 mm long complete as per clause 810. (Lko SOR Ch.26, Sl.No.27)
21.4
3107
66489.8
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