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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.7 LAccepted-Finance 9 206 UDAY SINGH JAIN ROAD ALIGARH 202001 | ALIGARH | UTTAR PRADESH | 202001 | ₹54.7 L | L1 | Accepted-Finance Financially L1 |
| 2 | L2₹58.0 L+₹3.4 L (6.21%)Accepted-Finance | ₹58.0 L+₹3.4 L (6.21%) | L2 | Accepted-Finance Financially L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Bidder does not meet the minimum local content percentage for Class 1 Local Supplier as per Schedule A Sr. No. 35 pg. 30 of 247 Clause no. 33 of NIT (Part 2). |
| Sl No | Description | Qty | Unit | Technical Construction Co. L1 | MS NAUSHEY ALI CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00PILE CONSTRUCTION-Construction of vertical bored cast-in-situ reinforced cement concrete piles of 600 mm diameter and up to 20.0 m depth below cut-off level, complete in accordance with IS 2911 (Part 1/Section 2), approved technical specifications, drawings, and directions of Engineer-in-Charge as per following items................. Note- for complete item description please refer Annexure-1 of Technical Specification. The quoted rate shall include the activities as mentioned against Sl. no-1 of item description of Annexure-1 of Technical specification. | |||||
| 1.10 | Boring of 600 mm dia vertical bored cast-in-situ pile through all type of soil strata up to required depth including setting out, boring, providing and withdrawing temporary steel casing, preparation /supply / circulation/ recovery/ disposal of bentonite/polymer slurry, cleaning of bore, checking verticality, removal and disposal of muck/slurry up to 5 km lead,drilling rig /equipment mobilization/demobilization, shifting, temporary working platform/bund, dewatering, and all incidental works complete as per IS 2911 (Part 1/Section 2), technical specifications, drawings, and directions of Engineer-in-Charge. | 63 | RM | 8,000 ₹5,04,000 Lowest | 8,000 ₹5,04,000 Lowest |
| 1.20 | Providing and placing M35 grade design mix concrete in bored cast-in-situ piles by tremie method in one continuous operation including supply, transportation, batching, placing, tremie concreting, providing and withdrawal of temporary casing during concreting, curing, and all incidental works complete as per IS 2911 Part 1/Sec 2 and carrying out concrete above pile cut off level including shuttering and compaction of the same as shown in drawing and specification all complete. Note: 1. Measurement shall be made in running metre of completed and accepted pile of 600mm dia, measured from top of pile where testing is to be carried out(600 mm above pile cut off level) to pile toe level and not on the volume of concrete 2. Rate shall be inclusive of chipping/grinding of pile top to obtain smooth and sound testing surface and recasting the chipped concrete to obtain sound concrete , no separate payment will be made for the chipping and reconcreting. 3. Design mix shall be obtained from NABL approved lab / Govt. Institute. 4. Min. cement content for M-35 grade concrete shall be 350 kg/ CuM. 5. Weigh batching will be done for preparation of concrete. 6. Concrete cube will be cast @ 2 samples of 3 cubes each for 7 days and 28 days testing per pile. | 63 | RM | 8,900 ₹5,60,700 Lowest | 15,000 ₹9,45,000 |
| 1.30 | Supplying, fabricating, and placing of TMT reinforcement steel for pile cages complying to IS -1786 of minimum FE -500 grade including cutting, bending, binding, welding, laps, couplers, spacer rings, stiffener rings, lifting hooks, centralizers, cover blocks, tying wire, and lowering cage into bore complete as per approved drawings/specifications. Note :1. TC is required along with material. 2. One sample of each type of reinforcement will be sent for NABL 3rd party testing. | 3.6 | MT | 1,10,000 ₹3,96,000 Lowest | 1,10,000 ₹3,96,000 Lowest |
| 1.40 | Earth work in excavation for piling work (construction and testing) in soil upto required depth and in required area, including getting out the earth, shoring and shuttering, excavating in slopes and steps as required , barricading with signage , disposal of surplus earth upto a lead of 5 km, back filling the excavated earth in layers not exceeding 150mm around pile bore , watering and consolidation by rammer, suitable compaction equipment such as vibro compactor etc. as required at site, including taking levels and get them verified, before and after excavation work by bringing total station with operator, marking the levels ,making grid pillars etc. as per requirement. Note- (1) Contractor has to carry out excavation carefully, contractor will have to make good any damage occurring to any underground pipe line, cable etc. at his own cost if any damage occurs during excavation. (2) Payment for excavation shall only be made once. Separate payment for backfilling the excavated earth, will not be made. (3) Payment for excavation and backfilling for access ramp will not be made separately , contractor has to include the cost for the same in the quoted rate. (4) This item excludes qty. of pile bore and includes excavation upto required depth and required area for pile construction and testing. | 1,500 | CuM | 840 ₹12,60,000 | 800 ₹12,00,000 Lowest |
| 2.00VERTICAL LOAD TEST :- Conducting Initial Vertical Compression Load Test on one bored cast-in-situ pile up to ultimate test load of 300 tonnes in accordance with IS 2911 (Part 4), approved specifications, and directions of Engineer-in- Charge .................... Note- for complete item description please refer Annexure-1 of Technical Specification. The quoted rate shall include the activities as mentioned against Sl. no-2 of item description of Annexure-1 of Technical specification. | |||||
| 2.10 | Conducting vertical load test and report submission as per above description and specifications complete. Note:- 1. 50% payment will be made after conducting the tests. 2. 50% payment will be made after submission of report duly vetted and certifed by GOVT. Engineering College Expert Faculty. | 2 | Nos | 10,25,000 ₹20,50,000 | 10,00,000 ₹20,00,000 Lowest |
| 3.00LATERAL LOAD TEST :- Conducting Lateral Load Test on one bored cast-in-situ pile up to ultimate lateral test load of 50 tonnes in accordance with IS 2911 (Part 4), approved specifications, and directions of Engineer-in-Charge ........................ Note- for complete item description please refer Annexure-1 of Technical Specification. The quoted rate shall include the activities as mentioned against Sl. no-3 of item description of Annexure-1 of Technical specification. | |||||
| 3.10 | Conducting lateral load test and report submission as per above description and specifications complete.Note:- 1. 50% payment will be made after conducting the tests. 2. 50% payment will be made after submission of report duly vetted and certifed by GOVT. Engineering College Expert Faculty. | 1 | Nos | 3,20,000 ₹3,20,000 Lowest | 4,00,000 ₹4,00,000 |
| 4.00Low Strain Integrity Test :- Conducting Low Strain Integrity Test (Pile Integrity Test / PIT) on bored cast-in-situ piles in complying with with ASTM D5882 and IS 14893, including preparation of pile head by removing soil, mud, laitance, loose concrete, and debris; ............... Note- for complete item description please refer Annexure-1 of Technical Specification. The quoted rate shall include the activities as mentioned against Sl. no-4 of item description of Annexure-1 of Technical specification. | |||||
Tender Value
₹56.7 L
EMD Value
₹1.1 L
Closing Date
14 Jul 2026, 5:00 pmClosed
Maintenance Superintendent
MS Office, Admin Building, NAPS Narora
Construction and testing of piles for Simulator Building of NAPS.
2026_NPCIL_280502_1
NAPS/CMMWG/CVL/2026/PT/1219
Open Tender
Civil Works
Item Rate
120 days
Narora Atomic Power Station, Narora
As per Tender Document
3 documents required · 3 mandatory
₹0
₹1.1 L
NAPS Narora,Dist-, Pin-203389
29 Aug 2026
22 Jun 2026
16 Jul 2026
22 Jun 2026
14 Jul 2026
4 Jul 2026
22 Jun 2026 - 30 Jun 2026
2 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PILE CONSTRUCTION-Construction of vertical bored cast-in-situ reinforced cement concrete piles of 600 mm diameter and up to 20.0 m depth below cut-off level, complete in accordance with IS 2911 (Part 1/Section 2), approved technical specifications, drawings, and directions of Engineer-in-Charge as per following items................. Note- for complete item description please refer Annexure-1 of Technical Specification. The quoted rate shall include the activities as mentioned against Sl. no-1 of item description of Annexure-1 of Technical specification. | |||||
| 1.1 | Boring of 600 mm dia vertical bored cast-in-situ pile through all type of soil strata up to required depth including setting out, boring, providing and withdrawing temporary steel casing, preparation /supply / circulation/ recovery/ disposal of bentonite/polymer slurry, cleaning of bore, checking verticality, removal and disposal of muck/slurry up to 5 km lead,drilling rig /equipment mobilization/demobilization, shifting, temporary working platform/bund, dewatering, and all incidental works complete as per IS 2911 (Part 1/Section 2), technical specifications, drawings, and directions of Engineer-in-Charge. | 63 | RM | 1.25 | ₹78.75 |
| 1.2 | Providing and placing M35 grade design mix concrete in bored cast-in-situ piles by tremie method in one continuous operation including supply, transportation, batching, placing, tremie concreting, providing and withdrawal of temporary casing during concreting, curing, and all incidental works complete as per IS 2911 Part 1/Sec 2 and carrying out concrete above pile cut off level including shuttering and compaction of the same as shown in drawing and specification all complete. Note: 1. Measurement shall be made in running metre of completed and accepted pile of 600mm dia, measured from top of pile where testing is to be carried out(600 mm above pile cut off level) to pile toe level and not on the volume of concrete 2. Rate shall be inclusive of chipping/grinding of pile top to obtain smooth and sound testing surface and recasting the chipped concrete to obtain sound concrete , no separate payment will be made for the chipping and reconcreting. 3. Design mix shall be obtained from NABL approved lab / Govt. Institute. 4. Min. cement content for M-35 grade concrete shall be 350 kg/ CuM. 5. Weigh batching will be done for preparation of concrete. 6. Concrete cube will be cast @ 2 samples of 3 cubes each for 7 days and 28 days testing per pile. | 63 | RM | - | - |
| 1.3 | Supplying, fabricating, and placing of TMT reinforcement steel for pile cages complying to IS -1786 of minimum FE -500 grade including cutting, bending, binding, welding, laps, couplers, spacer rings, stiffener rings, lifting hooks, centralizers, cover blocks, tying wire, and lowering cage into bore complete as per approved drawings/specifications. Note :1. TC is required along with material. 2. One sample of each type of reinforcement will be sent for NABL 3rd party testing. | 3.6 | MT | 100 | ₹360 |
| 1.4 | Earth work in excavation for piling work (construction and testing) in soil upto required depth and in required area, including getting out the earth, shoring and shuttering, excavating in slopes and steps as required , barricading with signage , disposal of surplus earth upto a lead of 5 km, back filling the excavated earth in layers not exceeding 150mm around pile bore , watering and consolidation by rammer, suitable compaction equipment such as vibro compactor etc. as required at site, including taking levels and get them verified, before and after excavation work by bringing total station with operator, marking the levels ,making grid pillars etc. as per requirement. Note- (1) Contractor has to carry out excavation carefully, contractor will have to make good any damage occurring to any underground pipe line, cable etc. at his own cost if any damage occurs during excavation. (2) Payment for excavation shall only be made once. Separate payment for backfilling the excavated earth, will not be made. (3) Payment for excavation and backfilling for access ramp will not be made separately , contractor has to include the cost for the same in the quoted rate. (4) This item excludes qty. of pile bore and includes excavation upto required depth and required area for pile construction and testing. | 1,500 | CuM | 53 | ₹79,500 |
| 2VERTICAL LOAD TEST :- Conducting Initial Vertical Compression Load Test on one bored cast-in-situ pile up to ultimate test load of 300 tonnes in accordance with IS 2911 (Part 4), approved specifications, and directions of Engineer-in- Charge .................... Note- for complete item description please refer Annexure-1 of Technical Specification. The quoted rate shall include the activities as mentioned against Sl. no-2 of item description of Annexure-1 of Technical specification. | |||||
| 2.1 | Conducting vertical load test and report submission as per above description and specifications complete. Note:- 1. 50% payment will be made after conducting the tests. 2. 50% payment will be made after submission of report duly vetted and certifed by GOVT. Engineering College Expert Faculty. | 2 | Nos | 11 | ₹22 |
| 3LATERAL LOAD TEST :- Conducting Lateral Load Test on one bored cast-in-situ pile up to ultimate lateral test load of 50 tonnes in accordance with IS 2911 (Part 4), approved specifications, and directions of Engineer-in-Charge ........................ Note- for complete item description please refer Annexure-1 of Technical Specification. The quoted rate shall include the activities as mentioned against Sl. no-3 of item description of Annexure-1 of Technical specification. | |||||
| 3.1 | Conducting lateral load test and report submission as per above description and specifications complete.Note:- 1. 50% payment will be made after conducting the tests. 2. 50% payment will be made after submission of report duly vetted and certifed by GOVT. Engineering College Expert Faculty. | 1 | Nos | 10 | ₹10 |
| 4Low Strain Integrity Test :- Conducting Low Strain Integrity Test (Pile Integrity Test / PIT) on bored cast-in-situ piles in complying with with ASTM D5882 and IS 14893, including preparation of pile head by removing soil, mud, laitance, loose concrete, and debris; ............... Note- for complete item description please refer Annexure-1 of Technical Specification. The quoted rate shall include the activities as mentioned against Sl. no-4 of item description of Annexure-1 of Technical specification. | |||||
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