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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC | L1 | Accepted-AOC WO ISSUED | |
| 2 | L2₹4.9 L+₹9,152.05 (1.90%)Rejected-Finance 57A RAM KANAI ADHIKARI LANE KOLKATA 700012 | KOLKATA | KOLKATA | WEST BENGAL | 700012 | L2 | Rejected-Finance NOT L1 BIDDER | |
| 3 | L3₹4.9 L+₹9,398.07 (1.95%)Rejected-Finance | L3 | Rejected-Finance NOT L1 BIDDER | |
| 4 | L4₹5.0 L+₹14,810.58 (3.07%)Rejected-Finance RAJAPUR ULUBERIA HOWRAH | HOWRAH | WEST BENGAL | 711101 | L4 | Rejected-Finance NOT L1 BIDDER | |
| 5 | L4₹5.0 L+₹14,810.58 (3.07%)Rejected-Finance | L4 | Rejected-Finance NOT L1 BIDDER |
Tender Value
₹4.9 L
EMD Value
₹9,841
Closing Date
7 Aug 2026, 2:00 pmClosed
AE
138 AJC BOSE ROAD KOLKATA 14
NRS MEDICAL COLLEGE HOSPITAL Repair work to the damaged underground sewerage line including the damaged waste line at the rear side of the UNB Building within this campus during the FY 2026 27
2026_WBPWD_5017466_8
WBPWD/AE/NRSH/NIT-07/2026-27
Open Tender
CIVIL WORKS
Percentage
20 days
NRSMC and H
Please refer Tender documents.
4 documents required · 4 mandatory
₹9,841
Yes
3 Sept 2026
28 Jul 2026
10 Aug 2026
28 Jul 2026
7 Aug 2026
30 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes
110 mm diameter | 118.8 | M | 377.4 | ₹44,835.12 |
| 2 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
Coupler
110 mm | 26 | EACH | 136.15 | ₹3,539.9 |
| 2.01 | Single tee with door
110x110x110 mm | 28 | EACH | 234.15 | ₹6,556.2 |
| 2.02 | Bend 87.5°
110 mm bend | 24 | EACH | 150.35 | ₹3,608.4 |
| 3 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
110 mm | 64 | EACH | 371.3 | ₹23,763.2 |
| 4 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | 71.65 | SQM | 266.45 | ₹19,091.14 |
| 5 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | 16.93 | CUM | 2,434.25 | ₹41,211.85 |
| 6 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | 32 | M | 549.75 | ₹17,592 |
| 7 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
300 mm diameter | 32 | M | 2,064.15 | ₹66,052.8 |
| 8 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :
300 mm diameter S.W. pipe | 32 | M | 1,173.35 | ₹37,547.2 |
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