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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.4 LAccepted-AOC DASPARA CHOPRA NORTH DINAJPUR WB 733207 | CHOPRA | UTTAR DINAJPUR | WEST BENGAL | 733207 | ₹9.4 L | L1 | Accepted-AOC Accepted and Work order issued as lowest rate found from this Bidder as per terms and Condition of this eNIT. |
| 2 | L2₹9.6 LRejected-Finance BAGDAH NORTH 24 PARGANAS | ₹9.6 L | L2 | Rejected-Finance DUE TO ABOVE OF LOWEST RATE |
| 3 | L3₹9.8 LRejected-Finance 21 KBM CHAKDAH P O P S CHAKDAH DIST NADIA PIN 741222 | CHAKDAH | NADIA | WEST BENGAL | 741222 | ₹9.8 L | L3 | Rejected-Finance DUE TO ABOVE OF LOWEST RATE |
Tender Value
₹9.9 L
EMD Value
₹19,832
Closing Date
13 Jan 2026, 4:30 pmClosed
Po-cum-DWO, BCWTD, Hooghly
Office of the District Magistrate, Po-cum-DWO, BCWTD, Hooghly
Construction of PCC road from Sajal Bhuin towards Thakur Das Mandi via Lal Bahadur Tudu to pucca road under JayerDwarbasini Gram Panchayat, Mouza- Digha, J.L No-88 underPandua Development Block. Pandua
2025_DMHGP_976439_2
2780-BCWTD/Hug
Open Tender
CIVIL WORKS
25 days
JayerDwarbasini Gram Panchayat, Pandua
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹19,832
13 Feb 2026
19 Dec 2025
16 Jan 2026
20 Dec 2025
13 Jan 2026
22 Dec 2025
22 Dec 2025 - 13 Jan 2026
Box cutting or filling in Road embankment in all sorts of soil including spreading the spolls property over the flank as necessary or on berm to approximate grade & camber and rolling the sub grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing Schedule of rates of PWO (W. 2018 for Roed & Bridge Works (Volume with affect fro 30.08.2018, Page No. 240, Heim No. 2.16)
Sand filling in foundation trenches and at the back of abutments, wing walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand Quality of sand is to be approved by the Engineer in charge Silver Sarate Analysis Attached).
Construction of un reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with cement content as per IRC: 15-2011, coarse and fine aggregate conforming to 15 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant as per approved mis design (as per IRC: 44 2008), transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of ontraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint polysulphide sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and clause 602 of Spections for Road & Bridge Works of MoRT&H (5th Revision)
Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheer plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minar structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. Where staging is not required. (Schedule of rates of PWD (W.8) 2018 for Road & Bridge Works (Volume-it with effect from 10.08.2018, Page No. 232, Item No. 18.05 (b
Laying of hume pipe 300 mm dia NP3, 8ft length of each including preperation of bed across the road pavement foundation including all complete.
Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches
Providing & fixing Concrete Sign Board as per IRC specification of size 900x750x37mm thick made of RCC 1:1.5:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x75 mm mesh) and fixed with necessary nuts & bolts on two RC precast posts 100mm x150mm of height 2.65m of which top 750 mm is of section 100 x 13mm and 190m above GL &0.75 m below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including, painting two coats on both faces lettering sign marks etc. as per direction of the EIC . Page no 270 Item no 8.07.
Test of material Blast,Furnace,Slag, Cinder,Stone,jhama,Laterite etc. Grading by Sieve Analysis as per IS :2386 part I 20 mm
Test of material Blast,Furnace,Slag, Cinder,Stone,jhama,Laterite etc. Grading by Sieve Analysis as per IS :2386 part I 10mm
sand Grading by Sieve Analysis as per IS :2386
Concrete Compressive Strength Test of Concrete Specimen as per IS: 516
Adding 18% Total GST
Adding Labour welfare cess @ 1%
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