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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.1 LAdmitted-Finance | +2.75% | ₹15.1 L | L1 | Admitted-Finance |
| 2 | L2₹15.2 L+₹5,158.72 (0.34%)Admitted-Finance KARNAJORA RAIGANJ UTTAR DINAJPUR | DINAJPUR UTTAR | WEST BENGAL | 733123 | +3.10% | ₹15.2 L+₹5,158.72 (0.34%) | L2 | Admitted-Finance |
| 3 | L3₹15.2 L+₹5,895.68 (0.39%)Admitted-Finance | +3.15% | ₹15.2 L+₹5,895.68 (0.39%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Documents are not satisfactory. |
Tender Value
Refer Docs
EMD Value
₹29,478
Closing Date
17 Aug 2026, 5:00 pmClosed
Executive Engineer, Siliguri Division, Housing Dte
Office of the Executive Engineer, Siliguri Division, Housing Dte., M 6 building, Tenzing Norgey Road, Pradhan Nagar, Siliguri, Pin 734003, Darjeeling.
Renovation and repairing work of Roof treatment by APP along with replacement of old water storage tank for C type (21 nos. blocks) and D type (6 Nos. blocks, 12 nos. flats) blocks at Race Course Para Rental Housing Compound.
2026_HSD_1035222_1
WBHOUSING_EE_SILIGURI_eNIT-01
Open Tender
CIVIL WORKS
Percentage
60 days
Race Course Para
Please refer Tender documents.
8 documents required · 8 mandatory
₹29,478
8 Sept 2026
30 Jul 2026
20 Aug 2026
2 Aug 2026
17 Aug 2026
2 Aug 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 | Taking out old damaged tarfelt from the roof, parapet etc.preparing the roof surfaces by removing all spoils, blisters,moss etc. from the working site and disposal of the samebeyond the compound and cleaning the site in all respect asper direction of Engineer-in-Charge. All floor. | 1 | Sq.M. | 12 | ₹11.99 |
| 2 | Labour for Chipping of concrete surface before taking up Plastering work. | 1 | Sq.M. | 21 | ₹20.98 |
| 3 | Repairs to roof cracks with cement and sand mortar (1:4)including cutting grooves and cleaning cracks and groutingthe cracks with neat cement before repairs. (Cement 0.63Kg/Mtr. ) | - | Mtr. | 14 | - |
| 4Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. | |||||
| 4.01 | (a) With 1:4 cement mortar .
(i) 20 mm.thick plaster. | 1 | Sq.M. | 176.08 | ₹175.9 |
| 5 | Supplying & laying 3mm thick pre-fabricated plastomericwater proofing membrane conforming to EN 12311-1 &ASTMD 5147, manufactured with atactic poly propylene(APP) modified premium grade asphalt , specially reinforcedwith non-woven polyester core with polyester reinforcement@160 gms per sqm & both faces covered with thermo-fusiblepolyethylene film /MineraL on top face over a coat of primer@ 0.40 lit/sqm of manufacturer's specification onsmooth,clean dry surface prepared wherever required.Lapjoint shall be provided of 75 mm in longitudinal & 100 mm intransverse direction and fused using LPG/ Propane torchemploying extra care ensuring full bondage, completeremoval of entrapped air and sealing edges into grooves inappropriate manner as per direction of Engineer -in-chargeall complete including materials,labour and applicabletaxes. (Payment shall be made on the basis of finishedsurface area.).Membrane Property: Softening Point > 150 deg C, ColdFlexibility < -6 deg C, Tensile Strength, N/cm : 600(longitudinal), 450 (transverse), Tearing Strength, N:300 (longitudinal), 200 (transverse) | 1 | Sq.M. | 407 | ₹406.59 |
| 6Labour for dismantling G.I. pipe with fittings | |||||
| 6.01 | (a) 25 mm . | - | Mtr. | 6 | - |
| 7Labour for lowering plastic water storage tank and stacking in places as directed. | |||||
| 7.01 | (a) Upto 1500 litre capacity.
(i) From 1st story to G.L. | - | Nos. | 58 | - |
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