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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 CrAccepted-Finance WARD NO 3 SUBHASHPALLY P O P S KOKRAJHAR DIST KOKRAJHAR BTC ASSAM PIN 783370 | KOKRAJHAR | KOKRAJHAR | ASSAM | 783370 | ₹7.2 Cr | L1 | Accepted-Finance Lowest Rate Quoted among the others |
| 2 | L2₹7.2 Cr+₹23,190.42 (0.03%)Accepted-Finance SUBHASH PALLY WARD NO 3 P O KOKRAJHAR P S KOKRAJHAR DIST KOKRAJHAR BTC ASSAM | KOKRAJHAR | ASSAM | 783331 | ₹7.2 Cr+₹23,190.42 (0.03%) | L2 | Accepted-Finance Higher Rate Quoted among the others |
| 3 | Not Admitted-Fee/PreQual/Technical SUBHASH PALLY WARD NO 4 P O P S KOKRAJHAR DIST KOKRAJHAR BTC ASSAM PIN 783370 | KOKRAJHAR | KOKRAJHAR | ASSAM | 783370 | - | - | Not Admitted-Fee/PreQual/Technical Others-The Bidder has not deposited the EMD and Documents submitted by the Bidder are verified and found not in order |
| Sl No | Description | Qty | Unit | MRINAL DAS L2 | MANAS DAS L1 |
|---|---|---|---|---|---|
| 1.00 | CIVIL WORKS:- Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 400.32 | cum | 396 ₹1,58,526.72 | 391.98 ₹1,56,917.43 Lowest |
| 2.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 315.17 | cum | 2,298 ₹7,24,261.91 Lowest | 2,298.01 ₹7,24,263.81 |
| 3.00 | Supplying chemical emulsion in sealed containers including delivery as specified. 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | 185 | litre | 213.62 ₹39,519.14 Lowest | 213.62 ₹39,519.7 |
| 4.00 | Treatment of soil under existing floors using chemical emul-sion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 420.23 | sqm | 272.36 ₹1,14,455.65 | 272.36 ₹1,14,453.84 Lowest |
| 5.00 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 20.1.1 400 mm dia piles | 912 | metre | 2,481.21 ₹22,62,864.02 | 2,481.21 ₹22,62,863.52 Lowest |
| 6.00 | 20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV)
including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 20.6.1 Single pile upto 50 tonne Safe capacity 20.6.1.1 Initial test (Test Load 2.5 times the Safe capacity) | 5 | per test | 54,771.22 ₹2,73,856.1 Lowest | 54,771.22 ₹2,73,856.1 Lowest |
| 7.00 | 20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV)
including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 20.6.1 Single pile upto 50 tonne Safe capacity 20.6.1.2 Routine test (Test Load 1.5 times the Safe capacity) | 5 | per test | 19,632.29 ₹98,161.46 Lowest | 19,632.3 ₹98,161.5 |
| 8.00 | 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 73.88 | cum | 645.64 ₹47,699.57 Lowest | 645.64 ₹47,699.88 |
| 9.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 53.25 | cum | 7,265.95 ₹3,86,912.06 | 7,265.95 ₹3,86,911.84 Lowest |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 504.28 | sqm | 327.44 ₹1,65,123.07 | 327.44 ₹1,65,121.44 Lowest |
Tender Value
₹7.2 Cr
EMD Value
₹14.5 L
Closing Date
17 Aug 2026, 2:30 pmClosed
Director PNRD BTC Kokrajhar
Director PNRD BTC Kokrajhar
DPRD/BTC/SOPD/Udl-02/2026/13
2026_BoTC_53225_1
DPRD/BTC/SOPD/Udl-02/2026/13
Open Tender
Civil Works
Item Rate
1095 days
DRDA Kokrajhar
Refer to Bid Document
4 documents required · 4 mandatory
₹14,488
₹14.5 L
Yes
19 Aug 2026
27 Jul 2026
18 Aug 2026
27 Jul 2026
17 Aug 2026
27 Jul 2026
27 Jul 2026 - 17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CIVIL WORKS:- Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 1 | cum | - | - |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | cum | - | - |
| 3 | Supplying chemical emulsion in sealed containers including delivery as specified. 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | - | litre | - | - |
| 4 | Treatment of soil under existing floors using chemical emul-sion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | - | sqm | - | - |
| 5 | Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 20.1.1 400 mm dia piles | - | metre | - | - |
| 6 | 20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV)
including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 20.6.1 Single pile upto 50 tonne Safe capacity 20.6.1.1 Initial test (Test Load 2.5 times the Safe capacity) | - | per test | - | - |
| 7 | 20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV)
including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 20.6.1 Single pile upto 50 tonne Safe capacity 20.6.1.2 Routine test (Test Load 1.5 times the Safe capacity) | - | per test | - | - |
| 8 | 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 1 | cum | - | - |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 1 | sqm | - | - |
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