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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC LEBACHERA JATANBARI NATUN BAZAR GOMATI TRIPURA DISTRICT PIN 799104 | JATANBARI | GOMATI | TRIPURA | 799104 | ₹3.5 L | L1 | Accepted-AOC Being L1 |
Tender Value
₹3.8 L
EMD Value
₹7,610
Closing Date
15 Jun 2026, 3:00 pmClosed
Executive Engineer, DWS Division, Amarpur,
O/O The Executive Engineer, DWS Division, Amarpur,
Creation of SBDTW at Dakmura Gomati Bari S.B School under JJM Scheme/SH- Creation of boosting station for providing Drinking water at Dakmura Gomati Bari S.B school under DWS Sub Division Karbook Gomati Tripura During the year 2026-27.
2026_CEDWS_73543_1
15/DNIeT/EE/DWS/AMP/2026-27
Open Tender
Civil Works - Water Works
Percentage
30 days
Karbook
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹7,610
15 Jul 2026
6 Jun 2026
15 Jun 2026
6 Jun 2026
15 Jun 2026
6 Jun 2026
6 Jun 2026 - 15 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 |
|---|---|---|---|---|---|
| 1 | 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 | 1 | cum | 231.6 | ₹231.37 |
| 2 | 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 | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate
40 mm nominal size) | 1 | cum | 11,078.1 | ₹11,067.02 |
| 4 | First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). | 1 | cum | 9,845.2 | ₹9,835.35 |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.-All kinds of soil | - | cum | 161.3 | - |
| 6 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. all complete as per direction of Engineer in-charge. (i) 40mm thick. | - | sqm | 614.3 | - |
| 7 | 12 mm cement plaster of mix Cement mortar 1:4 (1 cement : 4 fine sand) | 1 | sqm | 224.2 | ₹223.98 |
| 8 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | - | ltr | 12.1 | - |
| 9 | Providing and fixing G.I. pipes medim class as per IS: 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge. A. External work. (i) 40 mm dia.nominal bore | - | Mtr | 549.1 | - |
| 10 | Excavating 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 Engineer - in -charge. (A) For UPVC pipes in new work ...(a) in all kinds of soil | - | Mtr | 87.6 | - |
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