Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date1 Feb 2024
Closing Date6 Feb 2024
Tender Amount₹ 73,50,000
Costs
EMD
₹ 5,68,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEALD_888174_2Bid Award Id
ViewTender No
12140/10COM.P-PRJ.CIRCLE/23 DATED 28.12.2023Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Providing and laying reinforced cement concrete pipe NP3 culvert on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection works. Backfilling, concrete and masonry works in head wall parapets Clause 1106. 1000 mm dia As per MORD Technical Specification Clause No. 1100
22.5
86400
3840
... More
Sand Filling Sand/Blancket coat Sand filling in foundation trenches and in full formation drainage layer/Blancket coat in black cotton soil of road. As per MORD Technical Specification
511.77
501534
980
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WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405 As per MORD Technical Specification Clause No. 405
71.25
153900
2160
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Prime coat Providing and applying primer coat with 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. As per MORD Technical Specification Clause No. 502 (Including Cost of Emlusion)
950
34200
36
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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. As per MORD Technical Specification Clause No. 503(iii) (Including Cost of Bitumen)
950
14250
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 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. As per MORD Technical Specification Clause No. 508 (Including Cost of Bitumen)
950
156750
165
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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. As per MORD Technical Specification Clause No. 510 (Including Cost of Bitumen)
950
52250
55
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Brick Edging Brick edging on both sides of the road of brick class M-150, 8 cm wide and 12 cm deep laid with mud mortar including labour & supply of bricks finished to required template and in proper alignment and also including dressing & ramming athe excavated earth as directed by the engineer incharge of the work including material labour & T&P etc for proper completion of work. but bond edging both side and road. SOR No. 766
0.21
14490
69000
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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.
12.6
5418
430
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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. As per MORD Technical Specification Clause No. 300
553
47005
85
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PCC 1:3:6 in Foundation P.C.C. M-10 Providing concrete for plain/rainforced concrete in open foundations complete as per drawings and technical specification Clauses 802,803,1202, 1203. As per MORD Technical Specification Clause No. 800 & 1200
58.4
290248
4970
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Stone masonry Stone masonry work in cement fine sand mortar in foundation complete as per drawing and technical specifications Clause 702,704,1202& 1203. As per MORD Technical Specification Clause No.700
840
3570000
4250
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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. As per MORD Technical Specification Clause No. 800
2.6
21320
8200
... More
HYSD Substructure Supplying, fitting and placing HYSD bar reunforcement in substructure complete as per drawing and Technical Specificatins. As per MORD Technical Specification Clause No. 1600&2200
2.1
17640
8400
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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
54.8
489912
8940
... More
HYSD Super structure Supplying, fitting and placing HYSD bar reunforcement in superstructure complete as per drawing and Technical Specificatins. As per MORD Technical Specification Clause No. 1000
43
365930
8510
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
7.6
110352
14520
... More
P.C.C. grade M 20 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
1.4
9268
6620
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Pointing with cement mortar (1:3) on brickwork/ C.R. Stone masonry as per drawing and technical specification Clause 613.3 and 1204
350
24500
70
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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
120
37200
310
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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 1204.3.8
78.7
108606
1380
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