Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date15 Nov 2023
Closing Date23 Nov 2023
Tender Amount₹ 39,00,000
Costs
EMD
₹ 3,90,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEALD_861883_44Bid Award Id
ViewTender No
10561/10COM.P-PRJ.CIRCLE/24 DATED 02.11.2023Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Tack coat Providing and applying tack coat with bitumen (VG-10) using Bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular base surface cleaned with mechanical broom. As per MORD Technical Specification Clause No. 503 (Including Cost of Bitumen)
9000
135000
15
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20mm thick Open-Graded Premix Carpet using Bituminous Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen VG-10 required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. As per MORD Technical Specification Clause No. 508 (Including Cost of Bitumen)
9000
1620000
180
... More
Seal Coat - Type C (Machnical Method) Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat. As per MORD Technical Specification Clause No. 510 with Bitumen Binder VG-10 (Including Cost of Bitumen)
9000
558000
62
... More
Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
25.8
10578
410
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Excavation for Structures 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. As per MoRTH Technical Specification Clause No. 304
142
11360
80
... More
PCC 1:3:6 in Foundation 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. As per MoRTH Technical Specification Clause No.2100
31
152210
4910
... More
Stone Masonry Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. As per MoRTH Technical Specification Clause No. 12.7
136
564400
4150
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Pointing Pointing with cement mortar (1:3) on brickwork/ C.R. Stone masonry as per drawing and technical specification Clause 613.3 and 1204
89.5
6265
70
... More
R.C.C. grade M 25 Super structure Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications As per MoRTH Technical Specification Clause No. 14.1 (B)
14.6
132568
9080
... More
HYSD Super structure Supplying, fitting and placing HYSD bar reunforcement in superstructure complete as per drawing and Technical Specificatins. As per MoRTH Technical Specification Clause No. 1600
11.4
96330
8450
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications. As per MoRTH Technical Specification Clause No. 2702
2
29160
14580
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 2706 & 2200(9.17)
20
6200
310
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 2200(13.90)
42.7
53802
1260
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 2501.2(9.27)
36
43200
1200
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