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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 CrAccepted-AOC SIDDHI ASHRAM AGARTALA WEST TRIPURA 799003 | WEST TRIPURA | TRIPURA | 799003 | ₹6.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹7.1 Cr+₹40.7 L (6.13%)Rejected-AOC CENTRAL ROAD EXTENSION MADHYA PRATAPGARH P O EAST PRATAPGARH AGARTALA WEST TRIPURA PIN 799001 | AGARTALA | WEST TRIPURA | TRIPURA | 799001 | ₹7.1 Cr+₹40.7 L (6.13%) | L2 | Rejected-AOC L2 |
| 3 | L3₹7.2 Cr+₹51.4 L (7.73%)Rejected-AOC GEETASATYA APARTMENT RAMNAGAR ROAD NO 02 AGARTALA TRIPURA W | ₹7.2 Cr+₹51.4 L (7.73%) | L3 | Rejected-AOC L3 |
| 4 | L4₹7.2 Cr+₹53.4 L (8.04%)Rejected-AOC VILL CHANDIBARI CORNER P O AMARPUR P S BIRGANJ AMARPUR GOMATI TRIPURA | AMARPUR | GOMATI | TRIPURA | ₹7.2 Cr+₹53.4 L (8.04%) | L4 | Rejected-AOC L4 |
Tender Value
₹6.7 Cr
EMD Value
₹13.4 L
Closing Date
22 Aug 2025, 3:00 pmClosed
EE DWS AMC
The EE DWS AMC
Construction of 01 (one) no. Flood/ Storm Water discharge Pump house at Ramnagar Road No-04 in Agartala.
2025_SAMC_64325_1
07/EE/DWS/AMC/2025-26
Open Tender
Civil Works
Percentage
under DWS AMC
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
Yes
₹13.4 L
Yes
12 Mar 2026
2 Aug 2025
22 Aug 2025
2 Aug 2025
22 Aug 2025
2 Aug 2025
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 laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 600 mm dia Ductile Iron Class K-7 pipes | - | mtr. | 15,626.9 | - |
| 2 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket: 600 mm dia pipes | - | joint | 1,105.5 | - |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. -All kinds of soil | - | cum | 231.6 | - |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | - | cum | 338.6 | - |
| 5 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. | - | cum | 1,177.3 | - |
| 6 | Providing and laying dry flat brick flooring in required pattern complete. | - | sqm. | 701.2 | - |
| 7 | Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. 412 Brick soiling ii) Flat Brick soling | - | sqm | 579.1 | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm
nominal size | 1 | cum | 10,570.6 | ₹10,560.03 |
| 9 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size. | - | cum | 12,073.8 | - |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement : In plinth and skirting courses, fillets, columns, pillars, posts and struts: 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) | - | cum | 13,305.8 | - |
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