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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.4 L+₹204.44 (0.15%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹1.4 L+₹681.48 (0.50%)Rejected-Finance TANTIPARA HOOGHLY GHAT P O DIST HOOGHLY PIN 712103 | HOOGHLY | HOOGHLY | WEST BENGAL | 712103 | L3 | Rejected-Finance L3 |
Tender Value
Refer Docs
EMD Value
₹3,000
Closing Date
17 Aug 2026, 4:00 pmClosed
EE(A-M) Chinsurah (A-M) Division
EE(A-M) Chinsurah (A-M) Division
Replacement of old damaged RCC pipe line with PVC pipeline and construction of spout chamber at Natunchar R.L.I. Scheme UNDER Balagarh(A-M) SUB DIVISION UNDER CHINSURAH (A-M) DIVISION IN THE DISTRICT OF HOOGHLY
2026_WRDD_1036623_3
WBWRDD/EEAM/CNS/NP/eNIT-01 of 2026-27
Open Tender
CIVIL WORKS
Percentage
45 days
Chinsurah
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
16 Sept 2026
7 Aug 2026
20 Aug 2026
8 Aug 2026
17 Aug 2026
8 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 |
|---|---|---|---|---|---|
| 1.01 | Supply & Delivery of Materials: Supply and Delivery of 200 mm. dia P.V.C. pipe Class- I ( with matching coupler ) marking IS No. 4985/2000 with latest amendments with free solvent cement. Ivory Grey, both end plain. Length of each straight Pipe 6mts with tolerance (±)10mm | - | M | - | - |
| 1.02 | Supply and delivery of 200 X 140 mm P.V.C. Reducer (Class-II) as per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) (ISI Marked) | - | Each | - | - |
| 1.03 | Supply and delivery of 200 mm dia P.V.C. Equal Tee s per IS-10124/2009 and shall be duly marked with standard ISI certification marks & class Class-II (0.40 MPA) | - | Each | - | - |
| 1.04 | Supply and Delivery of Extra Coupler for 200- mm. dia P.V.C. pipe (extra) I.S 10124/ 2009, Part- II with free solvent cement. | - | Each | - | - |
| 2Laying of WTA | |||||
| 2.01 | Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone), including removing, spreading or stacking the spoils, within a lead of 75 m as directed.The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1500 mm. | 1 | M3 | - | - |
| 2.02 | Laying of PVC pipes of different diameters within field trenches in curve/ straight line including using UPVC fittings, Viz. Horizontal and Vertical Bends, riser pipes, Tee Reducer etc.and making leak proof joints with couplers after roghening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipesfittigs and solvent cement to be supplied by deptt.) all complete asper direction of Engineer-In- charge. b) 200 mm.dia | - | M | 1 | - |
| 2.03 | Earth work in filling in trenches after laying pipe lines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm, including watering and ramming etc. layer by layer complete. (Payment will be made on the basis of measurement of finished quantity of work.) | - | Cum | - | - |
| 2.04 | Filling in foundation or plinth by fine sand in layers not exceeding 15 cm. As directed and consolidating the same by through saturation with water and ramming complete, including the cost of supply of sand. | - | %Cum | - | - |
| 2.05 | Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. | 1 | Sqm | - | - |
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