Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date5 Mar 2025
Closing Soon12 Mar 2025
Tender Amount₹ 67,11,530
Costs
EMD
₹ 5,63,000Document Cost
₹ 3,676Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEKNP_1013634_5Tender No
1602C/131C-KV/2024 Dt. 25.02.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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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
171
8500
1453500
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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
213
7750
1650750
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications - 1600. (MoRT&H no. 15.13)
20
83000
1660000
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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)
52
220
11440
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Drainage Spouts complete as per drawing and Technical specification 2705 (MORTH 15.17)
2
1700
3400
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Filler joint : Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 2605 (MORTH 15.22) (ii)
34
100
3400
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 2702 (MORTH 15.18)
4
13500
54000
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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
54
6640
358560
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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)
75
3400
255000
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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
210
1500
315000
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Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 2507 (MORTH 16.11)
180
2950
531000
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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)
20
3800
76000
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Grading I)
11
3950
43450
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (Grading II)
11
4100
45100
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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 kg/sqm using mechanical means.
150
35
5250
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Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface treated with primer.
150
12
1800
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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.
150
165
24750
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Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 'Type-C' as per Technical Specification Clause 510
150
65
9750
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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)
69
120
8280
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