Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date1 Feb 2025
Closing Date7 Feb 2025
Tender Amount₹ 1,34,00,000
Costs
EMD
₹ 8,70,000Document Cost
₹ 2,360Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEAGR_1000988_7Bid Award Id
ViewTender No
6720/14M-AC/2024-25 dated 31-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Reinforced Cement Concrete (M-30) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.8G Case II.
249
8520
2121480
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Furnishing and Placing Reinforced/ Prestressed (RCC Grade M 30) cement concrete in super-structure as per drawing and Technical Specification. As per MORT&H Specification no. 14.1C.
279
9940
2773260
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications, all complete as per clause 2702 As per MORT&H Specification no. 14.4
12
14800
177600
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. As per MORT&H Specification no. 14.2.
53
90300
4785900
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.8
164
488
80032
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. As per MORT&H Specification no. 13.9.
89
2130
189570
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Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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. As per MORT&H Specification no. 13.10.
33
3190
105270
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Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604. As per MORT&H Specification no. 14.17
22
1280
28160
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Dismantling R.C.C. work manually by mechenical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as directed by Engineer-In-Charge. As per S.I. no. 15.30
234
1275
298350
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Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge.
385
1175
452375
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Dewaterng of water trenches during excavation, concreting, masonary works upto sub soil/ water level including hire charges of 5 H.P.
500
150
75000
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Boring with 100 dia casing pipe including lowering & extraction, assembling, loading, unloading & cartage etc (hire charges only).
2
10000
20000
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Supply and Laying of 1000mm dia NP-3 Pipe etc. complete.
45
8400
378000
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Empty Cement Bags of good condition (Plastic) filled with Carted Earth including filling, stiching and stacking at side of filling.
2500
35
87500
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Providing, laying spreading & compacting of granular sub-base by providing coarse graded (Gr-1) materials, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Rotovator at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete and including all machinery charges & including all labour, T&P etc required for proper completion of the work. as directed by Engineer Incharge. As per MoRT&H clause 401(b).
70
2700
189000
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Consolidation of machine crushed stone ballast of approved quarry of 63~45mm size to water bound macadam of G-2 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc. including the cost of all materials, labour, T & P etc. required for proper completion of work as per MORT&H specifications no 404 (4.11A)
21
3250
68250
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Consolidation of machine crushed stone ballast of approved quarry of 53~22.4 mm size to water bound macadam of G-3 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc. including the cost of all materials, labour, T & P etc. required for proper completion of work. as per MORT&H specifications no 404 (4.9) .
21
3270
68670
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Providing & applying Primer Coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spreading primer at the rate of 0.60Kg./Sqm. Using machanical means. Before Applying prime coat, the surface will be cleaned with air compressor and water will also be sprinkled with water tanker to keep the surface Moist. The Prime coat will be applied 24 hrsbefore the application of bituminous course including all Taxes, Material, Labour, T&P etc required for proper completion of the work. As per MORD specification No. 502 (Rates including of Bitumen Emulsion)
281
30
8430
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Providing & applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with air compressor, including all Taxes, Material, Labour, T&P etc required for proper completion of the work.
281
15
4215
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Providing & laying 20mm thick Premix Carpet with 13.2mm nominal size grit @ 0.18 cum./10 Sqm.+ 11.2mm nominal size grit @ 0.09cum./ 10 sqm. & V.G.-30 Bitumen @ 14.6 Kg./ 10 Sqm. Area for Premixing. including all Taxes, Labour and T&P etc required for proper completion of the work, as per MORT&H specification No. 511.
281
166
46646
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Providing and laying seal coat type "C" sealing the voids in a bituminous surfsce P.C. surface laid to specified levels grade and cross fall using with 6.7 mm nominal size grit of Approved quarry @ 0.09 cum per 10sqm with Bitumen @ 6.50 kg/10sqm including heating of Bitumen to the required temperature and including all material , Labour & T&P etc. as per Clause 510 case-III of MORD Specification.
281
58
16298
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Construction of Embankment/ patri with approved material obtained from Borrow-pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirements of table 300.1 and 300.20 (Cartage Earth)
1090
188
204920
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Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable 2- Labour cess @ 1% will be deducted from contractor's bill at the time of payment
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