Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Feb 2025
Closing Date25 Feb 2025
Tender Amount₹ 1,45,00,000
Costs
EMD
₹ 9,25,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEALD_1006574_7Bid Award Id
ViewTender No
478/10Com(P)-PRJ.CIRCLE/2025 DATED 05.02.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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WBM Grading - II 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 80-100 Kn in stages to proper grade and camber, applying and brooming stone screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading II as per MORD Technical Specification Clause 405
225
2193
493425
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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 MORD Technical Specification Clause 405
225
2418
544050
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Prime coat Providing and applying primer coat with 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. As per MORD Technical Specification Clause No. 502 (Including Cost of Emulsion)
3000
40
120000
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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)
3000
17
51000
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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)
3000
177
531000
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Seal Coat - Type C (Mechanical 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)
3000
63
189000
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Stone Edging Stone 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
0.8
52998
42398.4
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Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting our construction of shoring and bracing removal of stumps and other deleterious material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated suitable material. As per MORD Technical Specification Clause No. 300
1141
86
98126
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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 Clause No. 304
132
967
127644
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and as per MORD technical specification Clauses 802, 803,1202, 1203 Sr. No. 11.4
106
5235
554910
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Stone masonry work in cement fine sand mortar in foundation complete as per drawing and as per MORD technical specifications Clause 702,704,1202& 1203 Sr. No. 12.4
63
4489
282807
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Brick masonary work in (1:3) cement coarse sand mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification as per MORD technical specifications Clause 1300 & 2200 Sr. No. 13.1
19
6384
121296
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Pointing with cement mortar (1:3) on brickwork/ C.R. Stone masonry as per drawing and as per MORD technical specification Clause 613.3 and 1204
33
70
2310
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Plastering with cement mortar (1:4), 15 mm thick on brickwork/ C.R. Stone masonry in substructure as per MORD technical specification Clauses 613.4 & 1204 Sr. No. 12.30
7
184
1288
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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 as per MORD technical specifications Clauses 800, 1205.4 and 1205.5
154
8308
1279432
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HYSD Substructure Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and as per MORD Technical Specifications.
394
6898
2717812
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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
66
9048
597168
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HYSD Super structure Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and as per MORDTechnical Specifications.
52
7007
364364
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and as per MORD technical specifications Clauses 800 and 1206.3 Sr. No. 13.5
11
13439
147829
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R.C.C. grade M 20 Reinforced cement concrete M-20 in substructure complete as per Drawing and Technical specification. (Sub structure). As per MORD Technical Specification Clause No. 800
347
8143
2825621
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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 as per MORD technical specification Clauses 614, 709, 1204.3.7
144
310
44640
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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 MORD drawing and technical specification Clause 1204.3.8
168
1577
264936
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 as per MORD drawing and technical specification Clause 1200
141
1249
176109
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 as per MORD drawing and technical specification Clause 1302
502
1519
762538
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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 collar with cement mortar 1:2 but excluding excavation, protection works. Backfilling, concrete and masonry works in head wall parapets Clause 1106. (600 mm dia Hume Pipe)
15
1813
27195
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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 collar with cement mortar 1:2 but excluding excavation, protection works. Backfilling, concrete and masonry works in head wall parapets Clause 1106. (350 mm dia Hume Pipe)
15
1011
15165
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