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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 LAccepted-AOC | ₹10.3 L | L1 | Accepted-AOC Rate is favourable to the department. |
| 2 | L2₹10.8 L+₹55,225 (5.38%)Rejected-AOC | ₹10.8 L+₹55,225 (5.38%) | L2 | Rejected-AOC 2nd Lowest Bidder |
| 3 | L3₹10.9 L+₹66,988 (6.53%)Rejected-AOC BOROJ COLONY SARASHIMA BELONIA SOUTH TRIPURA PIN 799155 | SOUTH TRIPURA | TRIPURA | 799155 | ₹10.9 L+₹66,988 (6.53%) | L3 | Rejected-AOC 3rd Lowest Bidder |
| 4 | L4₹11.7 L+₹1.4 L (14.0%)Rejected-AOC LOWGANG SANTIR BAZAR SANTIRBAZAR SOUTH TRIPURA PIN 799144 | SOUTH TRIPURA | TRIPURA | 799144 | ₹11.7 L+₹1.4 L (14.0%) | L4 | Rejected-AOC 4th Lowest Bidder |
| 5 | L5₹12.1 L+₹1.8 L (17.8%)Rejected-AOC COLLAGE SQUARE SARASIMA BELONIA SOUTH DISTRICT TRIPURA | SOUTH TRIPURA | TRIPURA | 799155 | ₹12.1 L+₹1.8 L (17.8%) | L5 | Rejected-AOC 5th Lowest Bidder |
Tender Value
₹19.9 L
EMD Value
₹39,874
Closing Date
29 Jun 2026, 3:00 pmClosed
The Executive Engineer, DWS Division Belonia
O/o the Executive Engineer, DWS Division Belonia
Extension of pipe line, remodeling of old pipeline and FHTC under Gasbaria Habitation under East kalabaria GP due to widening of raod L- 4.20 km. under BC Nagar RD Block area under of DWS Sub-Division Barpathari during the year 2026-27(Deposit work)
2026_CEDWS_73967_1
36/DNIeT/EE/DWS/BLN/2026-27
Open Tender
Civil Works - Water Works
Percentage
30 days
Belonia
Please refer bid documents
5 documents required · 5 mandatory
₹1,000
₹39,874
29 Jul 2026
19 Jun 2026
29 Jun 2026
19 Jun 2026
29 Jun 2026
19 Jun 2026
19 Jun 2026 - 29 Jun 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 |
|---|---|---|---|---|---|
| 1Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and 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. and disposing of surplus excavated soil with all required leads as per Chapter -2 of CPWD specification and direction of the Eng - in -charge. A. For UPVC pipes in new work a. In all kinds of soil | |||||
| 1.1 | i. For pipes not exceeding 90 mm dia | 3,200 | Mtr. | 87.6 | ₹2,80,320 |
| 1.2 | ii For pipes exceeding 90 mm dia but not exceeding 300 mm dia | 1,000 | Mtr. | 106.4 | ₹1,06,400 |
| 2Providing, 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 in/c testing of joints complete (but ex/c the cost of specials like bend, tees etc. which will be paid separately) as per CPWD specification and direction of the Eng- in -charge. A. Class - 3 ( working pressure 6.0 kg / cm2) | |||||
| 2.1 | iii. 90 mm OD | 2,450 | Mtr. | 271.4 | ₹6,64,930 |
| 2.2 | iv. 110 mm OD | 600 | Mtr. | 372.1 | ₹2,23,260 |
| 2.3 | v. 140 mm OD | 400 | Mtr. | 612.8 | ₹2,45,120 |
| 3 | Charges for dismantling PVC / HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required 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.
ii. 90 mm dia | 1,500 | Mtr. | 231.7 | ₹3,47,550 |
| 4 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately).
i. 15 mm dia. | 750 | Mtr. | 57.3 | ₹42,975 |
| 5Providing, 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. | |||||
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