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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.7 CrAdmitted-Finance 43 TRIDEEP BUNGLOW MIDDLE CLASS HSG SOC NEXT TO ARYAN SCHOOL GROUND PALGHAR MAHARASHTRA | PALGHAR | PALGHAR | MAHARASHTRA | 401404 | ₹53.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹55.3 Cr+₹1.6 Cr (2.95%)Admitted-Finance | ₹55.3 Cr+₹1.6 Cr (2.95%) | L2 | Admitted-Finance |
| 3 | L3₹55.8 Cr+₹2.1 Cr (3.89%)Admitted-Finance | ₹55.8 Cr+₹2.1 Cr (3.89%) | L3 | Admitted-Finance |
| 4 | L4₹60.1 Cr+₹6.5 Cr (12.1%)Admitted-Finance 309 10 SURESHWAR TECHNO IT PARK PREMISES CO OP SOC LTD NEW LINK ROAD BORIVALI WEST MUMBAI 400092 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400092 | ₹60.1 Cr+₹6.5 Cr (12.1%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | hirani enterprises L4 | ANS Constructions.com L3 | DIPAK S PIMPLE ENGINEERS AND CONTRACTORS L1 | Som Projects Pvt. Ltd. L2 |
|---|---|---|---|---|---|---|---|
| 1.00SECTION - A : Piling Works Forming vertical piles by boring through fill and all kinds of soils including hard murrum with gravel and chiselling through occassional boulders and soft / weathered / hard rock by continuous mud circulation technique using bentonite slurry and/or bailer boring / Rotary Drilling method as specified, including conducting Standard Penetration test all as instructed by Engineer In Charge, carting away the bored excavated soil upto a lead of 600 M, fixing reinforcement as per drawing, casting the piles with Specified grade concrete by tremie only, using graded stone aggregates of maximum size 20 mm, ordinary portland cement or portland pozzolona cement (as approved) with minimum cement content as per the latest revision of relevant IS codes and with water cement ratio including the water contained in the aggregates not exceeding 0.40 etc. all as specified. The Rate includes concreting a minimum of 600 mm above specified cut-off levels (actual cutoff may vary depending upon site condition), cutting/breaking of piles (using mechanical means preferably hydraulic Pile chipping machine) from concrete top upto cut-off level specified including cost of all materials, admixtures, (Naphthalene/Melamine based or approved super plasticisers), if used with the prior approval of Engineer-in-Charge. Including transporting, mobilisation, erection, commissioning all necessary plant equipment and removal of same after completion as required & directed by Engineer-in-Charge, excavation, dewatering by pumps or well points and also for cut-off chipping, forming/ finishing pile top at cut - off level all as required etc. excluding cost of Steel Reinforcement but including cost of boring with bentonite solution and temporary casing for approprite length for setting out and removal of same complete. The boring shall be done by Hydraulic Rotary Pilling Rigs only. The rate shall be inclusive of transportation & erection of all type of plants, & tools, labour etc. along with RMC (Ready Mixed Concrete) brought from inside/outside BARC Trombay premises complete as directed by Engineer-in-Charge. Note : 1) The contractor shall carry out SPT in 1st pile cast in each group/ pile cap in order to establish change of strata (COS) for measurement and record purpose. 2) The rate shall be inclusive of cost of bentonite slurry for pile bore stabilization. 3) The height of concrete above pile-cut off level shall be minimum 600 mm. Any shortfall, after pile breaking, shall have to be built up by the contractor at their own cost and nothing extra will be paid on this account.. ( Approximate depth of Pile is 12-15 metres) | |||||||
| 1.10 | Part of pile in fill and all kinds of soils including hard murrum with gravel, soft rock and occassional hard/weathered rock & boulders (M 40 Grade Concrete).
For 600 mm dia piles | 5,465 | M | 8,100 ₹4,42,66,500 | 6,388.84 ₹3,49,15,010.6 | 6,350 ₹3,47,02,750 | 6,200 ₹3,38,83,000 Lowest |
| 1.20 | Part of pile in hard / weathered rock (M 40 Grade Concrete).
For 600 mm dia piles | 1,356 | M | 9,026 ₹1,22,39,256 | 10,634.68 ₹1,44,20,626.08 | 8,200 ₹1,11,19,200 Lowest | 9,200 ₹1,24,75,200 |
| 1.30 | Empty boring, to be measured from working ground level to cut-off level of piles having following diameter:
Note:The rate shall include (1) the cost of concrete of M40 grade from 600mm above cut-off level upto working ground level/casing top considering overflow for visual inspection, before tetermination of casting of the pile. (2) cutting/breaking of piles from overflow concrete top upto 600mm above cut-off level.
For 600 mm dia piles. | 1,655 | M | 1,800 ₹29,79,000 | 2,723.01 ₹45,06,581.55 | 1,000 ₹16,55,000 Lowest | 2,800 ₹46,34,000 |
| 2.00Conducting Initial load testing of piles in accordance with the latest version of IS:2911 (PART IV) including transporting , mobilisation, erection, commissioning all necessary plant, equipment and removal of same after completion as required & directed by Engineer-in-Charge. The scope of work includes installation of loading platform (including construction of anchor piles or kenteledge load) and preparation of pile head or construction of Test cap and dismantling of test cap after test and removal of same after completion as required etc. complete as per specification & as directed by the Engineer-in-Charge at site. Note: (1) Detailed test report to be submitted by the contractor. (2) The rate shall be inclusive of boring, RCC, casting of initial test piles with reinforcement, breaking of pile above cutoff level etc). | |||||||
| 2.10 | Vertical Load Test for 600 dia piles Test Load upto 350 MT | 1 | Nos | 3,00,000 ₹3,00,000 Lowest | 4,43,280.47 ₹4,43,280.47 | 4,50,000 ₹4,50,000 | 5,50,000 ₹5,50,000 |
| 2.20 | Lateral Load Test for 600 mm dia piles Test load upto 90 MT | 1 | Nos | 2,50,000 ₹2,50,000 | 1,70,979.61 ₹1,70,979.61 Lowest | 3,60,000 ₹3,60,000 | 2,00,000 ₹2,00,000 |
| 2.30 | Pullout Load Test for 600 mm dia piles Test Load upto 210 MT | 1 | Nos | 4,09,850 ₹4,09,850 | 2,65,968.28 ₹2,65,968.28 | 4,01,022 ₹4,01,022 | 2,00,000 ₹2,00,000 Lowest |
| 3.00 | Conducting Routine load testing of piles in accordance with IS:2911 (PART IV) Including transporting , mobilisation, erection, commissioning all necessary plant, equipment and removal of same after completion as required & directed by Engineer-in-Charge, installation of loading platform and preparation of pile head or construction of Test cap and dismantling of test cap after test and removal of same after completion as equired etc. complete as per specification & as directed by the Engineer-in-Charge at site.
Vertical Load Test
For 600 dia piles - Safe Vertical Load capacity = 140 MT, Test Load = 210 MT). | 2 | Nos | 1,85,650 ₹3,71,300 Lowest | 2,65,968.28 ₹5,31,936.56 | 2,12,660 ₹4,25,320 | 5,50,000 ₹11,00,000 |
| 4.00 | Conducting Lateral load testing of piles in accordance with IS2911 (PART IV) including transporting & mobilisation of all necessary pile load testing equipment and materials, installation of loading arrangement and preparation of pile surface etc. complete as per specification & as directed by the Engineer-in-Charge at site.
For 600 mm dia piles (On Working piles) Test load upto 16 MT | 2 | Nos | 1,12,000 ₹2,24,000 | 1,01,321.25 ₹2,02,642.5 | 95,000 ₹1,90,000 Lowest | 2,00,000 ₹4,00,000 |
Tender Value
₹46.2 Cr
EMD Value
₹64.5 L
Closing Date
30 Apr 2026, 3:00 pmClosed
Chief Engineer, CED
BARC, Trombay, Mumbai 400085
Construction of New CAP Building at North Site, BARC, Trombay, Mumbai-85.
2026_BARC_899949_1
BARC/CED/ET/93/2025-2026 Dated 18/02/2026
Open Tender
Civil Works
Item Rate
1275 days
BARC, Trombay, Mumbai 400085
As per NIT
8 documents required · 8 mandatory
₹0
₹64.5 L
BARC, Trombay, Mumbai 400085
16 Sept 2026
24 Feb 2026
6 May 2026
24 Feb 2026
30 Apr 2026
23 Mar 2026
24 Feb 2026 - 11 Mar 2026
12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SECTION - A : Piling Works Forming vertical piles by boring through fill and all kinds of soils including hard murrum with gravel and chiselling through occassional boulders and soft / weathered / hard rock by continuous mud circulation technique using bentonite slurry and/or bailer boring / Rotary Drilling method as specified, including conducting Standard Penetration test all as instructed by Engineer In Charge, carting away the bored excavated soil upto a lead of 600 M, fixing reinforcement as per drawing, casting the piles with Specified grade concrete by tremie only, using graded stone aggregates of maximum size 20 mm, ordinary portland cement or portland pozzolona cement (as approved) with minimum cement content as per the latest revision of relevant IS codes and with water cement ratio including the water contained in the aggregates not exceeding 0.40 etc. all as specified. The Rate includes concreting a minimum of 600 mm above specified cut-off levels (actual cutoff may vary depending upon site condition), cutting/breaking of piles (using mechanical means preferably hydraulic Pile chipping machine) from concrete top upto cut-off level specified including cost of all materials, admixtures, (Naphthalene/Melamine based or approved super plasticisers), if used with the prior approval of Engineer-in-Charge. Including transporting, mobilisation, erection, commissioning all necessary plant equipment and removal of same after completion as required & directed by Engineer-in-Charge, excavation, dewatering by pumps or well points and also for cut-off chipping, forming/ finishing pile top at cut - off level all as required etc. excluding cost of Steel Reinforcement but including cost of boring with bentonite solution and temporary casing for approprite length for setting out and removal of same complete. The boring shall be done by Hydraulic Rotary Pilling Rigs only. The rate shall be inclusive of transportation & erection of all type of plants, & tools, labour etc. along with RMC (Ready Mixed Concrete) brought from inside/outside BARC Trombay premises complete as directed by Engineer-in-Charge. Note : 1) The contractor shall carry out SPT in 1st pile cast in each group/ pile cap in order to establish change of strata (COS) for measurement and record purpose. 2) The rate shall be inclusive of cost of bentonite slurry for pile bore stabilization. 3) The height of concrete above pile-cut off level shall be minimum 600 mm. Any shortfall, after pile breaking, shall have to be built up by the contractor at their own cost and nothing extra will be paid on this account.. ( Approximate depth of Pile is 12-15 metres) | |||||
| 1.1 | Part of pile in fill and all kinds of soils including hard murrum with gravel, soft rock and occassional hard/weathered rock & boulders (M 40 Grade Concrete).
For 600 mm dia piles | 5,465 | M | - | - |
| 1.2 | Part of pile in hard / weathered rock (M 40 Grade Concrete).
For 600 mm dia piles | 1,356 | M | - | - |
| 1.3 | Empty boring, to be measured from working ground level to cut-off level of piles having following diameter:
Note:The rate shall include (1) the cost of concrete of M40 grade from 600mm above cut-off level upto working ground level/casing top considering overflow for visual inspection, before tetermination of casting of the pile. (2) cutting/breaking of piles from overflow concrete top upto 600mm above cut-off level.
For 600 mm dia piles. | 1,655 | M | - | - |
| 2Conducting Initial load testing of piles in accordance with the latest version of IS:2911 (PART IV) including transporting , mobilisation, erection, commissioning all necessary plant, equipment and removal of same after completion as required & directed by Engineer-in-Charge. The scope of work includes installation of loading platform (including construction of anchor piles or kenteledge load) and preparation of pile head or construction of Test cap and dismantling of test cap after test and removal of same after completion as required etc. complete as per specification & as directed by the Engineer-in-Charge at site. Note: (1) Detailed test report to be submitted by the contractor. (2) The rate shall be inclusive of boring, RCC, casting of initial test piles with reinforcement, breaking of pile above cutoff level etc). | |||||
| 2.1 | Vertical Load Test for 600 dia piles Test Load upto 350 MT | 1 | Nos | - | - |
| 2.2 | Lateral Load Test for 600 mm dia piles Test load upto 90 MT | 1 | Nos | - | - |
| 2.3 | Pullout Load Test for 600 mm dia piles Test Load upto 210 MT | 1 | Nos | - | - |
| 3 | Conducting Routine load testing of piles in accordance with IS:2911 (PART IV) Including transporting , mobilisation, erection, commissioning all necessary plant, equipment and removal of same after completion as required & directed by Engineer-in-Charge, installation of loading platform and preparation of pile head or construction of Test cap and dismantling of test cap after test and removal of same after completion as equired etc. complete as per specification & as directed by the Engineer-in-Charge at site.
Vertical Load Test
For 600 dia piles - Safe Vertical Load capacity = 140 MT, Test Load = 210 MT). | 2 | Nos | - | - |
| 4 | Conducting Lateral load testing of piles in accordance with IS2911 (PART IV) including transporting & mobilisation of all necessary pile load testing equipment and materials, installation of loading arrangement and preparation of pile surface etc. complete as per specification & as directed by the Engineer-in-Charge at site.
For 600 mm dia piles (On Working piles) Test load upto 16 MT | 2 | Nos | - | - |
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