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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.5 LAccepted-AOC N A | ₹10.5 L Quoted ₹11.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹11.6 L+₹48,517.40 (4.35%)Rejected-Finance | ₹11.6 L+₹48,517.40 (4.35%) | L2 | Rejected-Finance L2 |
Tender Value
₹9.7 L
EMD Value
₹19,407
Closing Date
11 May 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer,DWS Division-II
Please refer to DNIeT
2026_CEDWS_72354_1
16/DNIeT/EE/DWS/AGT-II/2026-27
Open Tender
Civil Works - Water Works
Percentage
90 days
Agartala
Please refer to DNIeT
4 documents required · 4 mandatory
₹1,000
₹19,407
16 Jul 2026
2 May 2026
11 May 2026
2 May 2026
11 May 2026
2 May 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 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 Eng-in-Charge. | - | - | - | - |
| - | i) 90 mm dia | - | Mtr. | 336.8 | - |
| - | ii) 110 mm dia | - | Mtr. | 360 | - |
| - | iii) 140 mm dia | - | Mtr. | 394.8 | - |
| 2 | Charges for fixing and laying rigid UPVC pipes jointing with couplers, solvent cement including testing of joints complete ( excluding the cost of pipes, couplers, solvent cement which are to be issued from the department free of cost and specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. | - | - | - | - |
| - | i) 90 mm dia | - | Mtr. | 26.6 | - |
| - | ii) 110 mm dia | - | Mtr. | 32.3 | - |
| - | iii) 140 mm dia | - | Mtr. | 41.3 | - |
| 3 | Excavating trenches of required width for pipes, cables etc. in/c exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500mm (slope-1 in 200) in/c getting out the excavated soil & backfilling of soil as required after laying of pipeline, in layers not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering etc. & disposing of surplus excavated soil with all required leads as per Chapter-2 of CPWD specification & direction of the Eng-in-charge. A. For UPVC pipes in new work
a. In all kinds of soil | - | - | - | - |
| - | i.For pipes not exceeding 90 mm dia | - | Mtr. | 87.6 | - |
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_73633.pdf
boq_comp_chart.xlsx
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Tendernotice_1.pdf
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DNIeT16.pdf
Tender Documents • 4.91 MB
BOQ_73633.xls
BOQ • 0.40 MB
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