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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.3 LAdmitted-Fee/PreQual/Technical/Finance BIRGANJ AMARPUR GOMATI DISTRICT TRIPURA 799101 | GOMATI | TRIPURA | 799101 | -33.12% | ₹6.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹8.6 L+₹2.3 L (36.1%)Admitted-Fee/PreQual/Technical/Finance | -8.99% | ₹8.6 L+₹2.3 L (36.1%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹8.8 L+₹2.5 L (38.9%)Admitted-Fee/PreQual/Technical/Finance | -7.10% | ₹8.8 L+₹2.5 L (38.9%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹9.8 L+₹3.5 L (54.8%)Admitted-Fee/PreQual/Technical/Finance | +3.50% | ₹9.8 L+₹3.5 L (54.8%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹9.5 L
EMD Value
₹18,949
Closing Date
7 Aug 2026, 3:00 pmClosed
Executive Engineer, DWS Division, Amarpur,
O/O The Executive Engineer, DWS Division, Amarpur,
Running Maintenance of Rural Water Supply Scheme under 15th Finance Commission(FC) under Ampi R.D. Block during the year 2026-27 /SH-Maintenance, repairing of UPVC pipeline including extention of PVC pipeline, Washing of UPVC Pipeline etc. at differ
2026_CEDWS_75121_1
33/DNIeT/EE/DWS/AMP/2026-27
Open Tender
Civil Works - Water Works
Percentage
90 days
Ampi
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹18,949
28 Aug 2026
31 Jul 2026
7 Aug 2026
31 Jul 2026
7 Aug 2026
31 Jul 2026
31 Jul 2026 - 7 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 | Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler & solvent cement etc. including necessary earth excavation, backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-in-charge. i) 90 mm dia OD | - | Nos | 558.1 | - |
| 1.01 | ii) 110 mm dia OD | - | Nos | 623.2 | - |
| 1.02 | iii) 140 mm dia OD | - | Nos | 689.1 | - |
| 2 | Excavation trenches of required width for pipes , cables, etc. in/c. excavation for sockets , dressing of sides where required , ramming of bottoms , depth upto 1500 mm in/c. getting out the excavated soil and backfilling of soil as required after laying of pipeline , in layer not exceeding 200 mm in depth in/c. cosolidating of surplus excavated soil with all required leads as per chapter -2 of CPWD specification and direction of the Er. -in -Charge. A) For UPVC pipe in new work.
a. In all kinds of soil. i) For pipes not exceeding 90 mm dia | - | Mtr | 87.6 | - |
| 3 | Providing, fixing and laying rigid UPVC pipes conforming to IS: 4985 jointing with couplers of same class conforming to IS: 10124(Pt-II) with solvent cement conforming to IS: 14182 including testing of joints complete (but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. A. Class - 3 ( working pressure 6.0 kg / cm2). i) 40 mm dia OD | - | Mtr | 89.8 | - |
| 4 | Charge for dismantling PVC/HDPE pipe after necessary excavation of earth in/c washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required after laying of pipeline , in layer not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming , watering, etc. complete as per specification and direction of the Er. -in -Charge. i) 90 mm dia OD | - | Mtr | 336.8 | - |
| 4.01 | ii) 110 mm dia OD | - | Mtr | 360 | - |
| 5 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia | - | Nos | 298.7 | - |
| 5.01 | ii) 110 mm dia | - | Nos | 356.4 | - |
| 5.02 | ii) 140 mm dia | - | Nos | 466.8 | - |
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