Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date30 Oct 2024
Closing Soon28 Nov 2024
Tender Amount₹ 88,00,000
Costs
EMD
₹ 6,40,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEUVZ_969578_13Tender No
84/Camp/SE Tender/jnp-gzp circle/24 date 14-10-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with Approved Material. Specification N. 304 (S.N. 12.01i) (Ordinary Soil)
257.63
52
13396.76
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. SI. No. - 12.04
46.64
5950
277508
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-30) SI.No.12.08
419.88
9250
3883890
Supplying, fitting and placing HYSD bar reinforcement in foundation comlete as per drawing and technical specifications (Foundations) SI.No.12.42 (1600)
39.55
83500
3302425
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. SI. No. 13.08
48
104
4992
Providing and laying Cement concrete wearing coat M-35 grade including reinforecement complete as per drawing and Technical Specifications SI. No-14.4
9.48
14700
139356
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density.
37.81
3000
113430
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 requsite type of screening /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 2. MoRT& H 404
20.16
3650
73584
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 requsite type of screening /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 3. MoRT& H 404
20.16
3850
77616
Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means
268.75
38
10212.5
Providing and applying tack coat with bitumen VG-10 pressure distributor at the rate of 0.25 kg. Per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clasue 503.
268.75
9
2418.75
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm & 11.2 mm. aggregates either using penetration grade bitumen or emulsion to required line. Grade and level to serve as wearing coarse on a perviously prepared base, including mixing in suitable plant , laying and rolling with a three wheeled 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clasue 508.
268.75
174
46762.5
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B seal coat as per Technical Spefification Clause -510.
268.75
51
13706.25
Construction of Patari with approved material obtained from borrow pits with 1 Km lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of 95% of proctor density as per S.I. No 305(3.16)
41.25
124
5115
Stone Boulders pitching in slopes including cost of Labour T&P etc, required proper completion of the work. SOR 15.1
55.44
3350
185724
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