Public Works Department-PWD has published New Construction Work Of Laghu Setu Bhamaura Sampark Marg 2X5 Mtr Span. Submission Date for this Tender is 22-05-2021. Road Work Tenders in PRAYAGRAJ Uttar Pradesh. Bidders can get complete Tender details and download the document.
Name of Work : New Construction work of 2x5 mtr RCC Culvert in Bhamaur Sampark marg at Prayagraj | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Earthwork in excavation for structures as per drawing and technial specification Clause 305.1 including setting our construction of shoring and bracing removal fo stumps and other deleterious material and disposal upto a lead fo 50 m dressing of sides and bottom and backfilling in trenches with excvated suitable material. | 518.78 | Cum | |
2 | 2 | Sand/Blancket coat Sand filling in foundation trenches and in full formation drainage layer/Blancket coat in black cotton soil of road. | 93.87 | Cum | |
3 | 3 | P.C.C. grade M 15 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | 79.46 | Cum | |
4 | 4 | Stone masonry work in cement fine sand mortar in foundation complete as per drawing and technical specifications Clause 702,704,1202& 1203 | 552 | Cum | |
5 | 5 | R.C.C. grade M 25 Sub structure Providing and laying reinforced cement concrete in sub structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 | 4.08 | Cum | |
6 | 6 | HYSD Substructure Supplying, fitting and placing HYSD bar reunforcement in substructure complete as per drawing and Technical Specificatins. | 4.8 | Qtl | |
7 | 7 | R.C.C. grade M 25 Super structure Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 | 130.89 | Cum | |
8 | 8 | HYSD Super structure Supplying, fitting and placing HYSD bar reunforcement in superstructure complete as per drawing and Technical Specificatins. | 154.12 | Qtl | |
9 | 9 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | 10.99 | Cum | |
10 | 10 | 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 614, 709, 1204.3.7 | 20 | No. | |
11 | 11 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 | 15.3 | Cum | |
12 | 12 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 | 194.88 | Cum | |
13 | 13 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 60 | Cum | |
14 | 14 | Construction of Embankment with Material Obtained from right of way cutting Construction of Embankment with approved material obtained from right of way cutting with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 as per Technical Specification Clause 301.5 | 107.5 | Cum | |
15 | 15 | Cement Treated Subbase Providing, laying and spreading Material on a prepared sub grade, cement @ 2% by weight to the spread Material manually, mixing in placew ith rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base | 11.15 | Cum | |
16 | 16 | Cement treated Grade III Providing, laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base. | 10.75 | Cum | |
17 | 17 | Tack coat Providing and applying tack coat with bitumen (VG-10) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular base surface cleaned with mechanical broom. | 107.5 | Sqm | |
18 | 18 | 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 or cut-back or emulsion to 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. | 107.5 | Sqm | |
19 | 19 | Seal Coat - Type C (approach 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 | 107.5 | Sqm |
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