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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.1 LAccepted-AOC MILAN SANGHA P O A D NAGAR AGARTALA WEST TRIPURA PIN 799003 | AGARTALA | WEST TRIPURA | TRIPURA | 799003 | ₹27.1 L | L1 | Accepted-AOC 1st Lowest |
| 2 | L2₹28.6 LRejected-AOC | ₹28.6 L | L2 | Rejected-AOC 2nd Lowest |
Tender Value
₹24.2 L
EMD Value
₹48,489
Closing Date
10 Jul 2026, 3:00 pmClosed
Executive Engineer TJB Division I Agartala
O/O the Executive Engineer TJB Division I Agartala
Extension of DI pipeline HDPE pipeline domestic connection mechanical joint concreating etc during the year 2026 27
2026_Urban_74242_1
19/EE/TJB/DIV-I/AGT/2026-27
Open Tender
Civil Works - Water Works
Percentage
180 days
Agartala
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
₹48,489
18 Aug 2026
1 Jul 2026
10 Jul 2026
1 Jul 2026
10 Jul 2026
1 Jul 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 | Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. (B) By manual means. | 130 | mtr | 619.3 | ₹80,509 |
| 2 | 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. By manual means | 100 | Cum | 231.6 | ₹23,160 |
| 3 | 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 upto 50m and lift upto 1.5m. All kinds of soil. | 67 | Cum | 161.3 | ₹10,807.1 |
| 4 | Supplying and filling in plinth, under floor, foundation 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. | 10 | Cum | 1,177.3 | ₹11,773 |
| 5Excavating 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. | |||||
| 5.01 | A. For UPVC pipes in new work | - | - | - | - |
| 5.011 | i. For pipes not exceeding 90 mm dia | 1,000 | mtr | 87.6 | ₹87,600 |
| 5.012 | ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia | 650 | mtr | 106.4 | ₹69,160 |
| 5.02 | B. For G.I./C.I./D.I. pipes in new work | - | - | - | - |
| 5.021 | ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia | 450 | mtr | 133.8 | ₹60,210 |
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