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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.8 CrAdmitted-Finance | ₹25.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹26.1 Cr+₹24.7 L (0.96%)Admitted-Finance SF NO 454 RAGHUPATHYNAICKENPALAYAM RAILWAY COLONY POONDURAI MAIN ROAD ERODE | ERODE | ERODE | TAMIL NADU | ₹26.1 Cr+₹24.7 L (0.96%) | L2 | Admitted-Finance |
| 3 | L3₹27.0 Cr+₹1.2 Cr (4.51%)Admitted-Finance CMS ATS GSO KALPAKKAM 603 102 CHENGALPATTU DISTRICT TAMIL NADU | CHENGALPATTU | TAMIL NADU | 603102 | ₹27.0 Cr+₹1.2 Cr (4.51%) | L3 | Admitted-Finance |
| 4 | L4₹27.3 Cr+₹1.4 Cr (5.44%)Admitted-Finance | ₹27.3 Cr+₹1.4 Cr (5.44%) | L4 | Admitted-Finance |
| 5 | L5₹28.7 Cr+₹2.9 Cr (11.0%)Admitted-Finance | ₹28.7 Cr+₹2.9 Cr (11.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s. Ashok constructions L3 | RPP infra Projects limited L2 | RAVINDRANATH CONSTRUCTIONS PVT LTD L5 | AGT INFRASTRUCTURE PRIVATE LIMITED L7 | SAKTHI ASSOCIATESS L4 | SEKAR CONSTRUCTIONS L6 | Casa Grande Civil Engineering Private Limited L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earthwork excavation by mechanical means (Hydraulic excavator) or manual means for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling and ramming the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-charge. | ||||||||||
| 1.10 | All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 200 metres. | 5,500 | Cu.m. | 250 ₹13,75,000 | 285 ₹15,67,500 | 250 ₹13,75,000 | 165 ₹9,07,500 | 468 ₹25,74,000 | 300 ₹16,50,000 | 135.95 ₹7,47,725 Lowest |
| 1.20 | All kinds of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth upto a lead of 200 metres. | 5,000 | Cu.m. | 300 ₹15,00,000 | 285 ₹14,25,000 | 300 ₹15,00,000 | 185 ₹9,25,000 | 504 ₹25,20,000 | 500 ₹25,00,000 | 135.95 ₹6,79,750 Lowest |
| 1.30 | All kinds of soil with depth exceeding 3m but not exceeding 4.5m below average Ground level and disposing surplus excavated earth upto a lead of 200 metres. | 2,500 | Cu.m. | 550 ₹13,75,000 | 300 ₹7,50,000 | 450 ₹11,25,000 | 300 ₹7,50,000 | 540 ₹13,50,000 | 600 ₹15,00,000 | 135.95 ₹3,39,875 Lowest |
| 2.00Earthwork excavation by mechanical means (Hydraulic excavator) / manual means for foundation, substructures, plinth beam, cess pits & trenches all kinds of foundation etc., in soft rock for the following depth from average ground level upto the required line, level and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling and ramming the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) with an lead specified below and stacking the soft rock boulders in a neatly leveled ground for measurement to departmental gauge all complete as per specifications and as directed by the Engineer-in-charge. | ||||||||||
| 2.10 | All kinds of soft rock with depth exceeding 3m but not exceeding 4.5m below average Ground level and disposing surplus excavated earth upto a lead of 200 metres. | 800 | Cu.m. | 400 ₹3,20,000 | 600 ₹4,80,000 | 450 ₹3,60,000 | 325 ₹2,60,000 | 720 ₹5,76,000 | 7,560 ₹60,48,000 | 135.95 ₹1,08,760 Lowest |
| 3.00 | Providing a system for dewatering and drainage of water from site to main drain so as to retain the excavated formation dry for the duration required by the client/consultant including all equipments, consumables, site protection, etc. complete, all as per specification and as directed by Engineer-in-Charge. | 25,000 | Kwh | 35 ₹8,75,000 | 20 ₹5,00,000 | 20 ₹5,00,000 | 17.2 ₹4,30,000 Lowest | 79 ₹19,75,000 | 36 ₹9,00,000 | 19.03 ₹4,75,750 |
| 4.00 | Providing and laying plain cement concrete M20 grade with total minimum cementitious content (cement + fly ash content not exceed 20 % by weight of total cementitious content) 350kg/cum of concrete using 20mm maximum size graded aggregates including mechanical mixing, transporting and placing in required position, ramming, compaction, levelling, curing, shuttering, dewatering if any, complete all as per specification for levelling courses in foundation for walls, footings, floor drains etc., encasing pipes and other required works directed by Engineer-in-Charge complete all as per specifications. | 500 | Cu.m. | 8,000 ₹40,00,000 | 6,800 ₹34,00,000 Lowest | 7,500 ₹37,50,000 | 7,225 ₹36,12,500 | 7,128 ₹35,64,000 | 9,300 ₹46,50,000 | 7,124.74 ₹35,62,370 |
| 5.00Supplying and placing in situ Controlled Reinforced cement concrete of grade & total minimum cementitious content as specified (cement + fly ash) for kg/Cu. M. using OPC conforming to IS 269-2015 or latest edition and with required fly ash conforming to IS 3812 Part -I / ASTM C-618 Class F. Fly ash should be blended at site such that fly ash content should not exceed 20% by weight of total cementitious content. Coarse aggregate used should be hard granite machine crushed (with VSI technology only) graded stone aggregates with maximum size of aggregate not exceeding 20mm size. Fine aggregate used shall be either natural river sand or crushed stone sand (with VSI technology only and should be washed in water to remove finer particles, the micro fines particles of size less than 75 micron shall be less than 7%) (Zone I /II) conforming to IS 383 – 2016. The cost includes weigh batching, required chemical admixtures, mechanical mixing/Ready mix supply plant mixing, transporting/transporting by Transit Mixers, pumping using Concrete pumps/ placing with crane buckets etc., at all levels, lifts, vibrating, consolidating, curing and finishing smooth of all exposed faces complete for column footings, columns, lintels, sunshades, gutter slabs, beams, slabs, water tank, machine foundation and all other & all structural elements, dewatering wherever necessary, compacting, finishing, curing (For a period of at least 10 days), providing construction / contraction / expansion joints, pour strips etc. but excluding centering, shuttering and reinforcement (Formwork and reinforcement will be paid for separately) all as per specification, drawings and as directed by the Engineer-in-charge. Note:- 1. The rate of concrete shall include all labour, materials, tools /tackles, plant and equipment, supervision, charges for mixing & cost of admixture etc. complete. Chemical admixture conforming to IS 9103 shall be mixed in fresh concrete and prior permission from Engineer-in-charge shall be obtained for dosage and compatibility. 2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor. 3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. 4. Cement based grouting in case of any porus / honey comb structure, visible cracks on surface, etc or any other defects if noticed shall be rectified as directed by EIC. The cost of cement grouting in such cases shall be borne by the contractor only. | ||||||||||
| 5.10 | M35 grade with total minimum cementitious content (cement + fly ash content not exceed 20 % by weight of total cementitious content) 400kg/cum of concrete - up to FFL | 3,000 | Cu.m. | 9,000 ₹2,70,00,000 | 8,400 ₹2,52,00,000 | 9,000 ₹2,70,00,000 | 10,800 ₹3,24,00,000 | 6,521 ₹1,95,63,000 Lowest | 9,700 ₹2,91,00,000 | 7,939.11 ₹2,38,17,330 |
Tender Value
₹28.7 Cr
EMD Value
₹38.7 L
Closing Date
23 Dec 2024, 11:30 amClosed
Chief Engineer, CEG
Civil Engineering Group, CDO Building, IGCAR, Kalpakkam - 603 102
Construction of 2 MGD SWRO plant building at NDDP, BARCF, Kalpakkam.
2024_IGCAR_836714_1
CEG/IGC/2067/2024
Open Tender
Construction Works
Item Rate
540 days
Kalpakkam
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹38.7 L
Kalpakkam
22 Apr 2025
28 Nov 2024
24 Dec 2024
28 Nov 2024
23 Dec 2024
10 Dec 2024
4 Dec 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork excavation by mechanical means (Hydraulic excavator) or manual means for foundation, substructures, plinth beam, cess pits & trenches, all kinds of foundation etc., in all types of soil like hard gravelly soil, sandy soil for the following depth from average ground level upto the required founding level, line and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling and ramming the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus excavated earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) within the lead specified below all complete as per specifications and as directed by the Engineer-in-charge. | |||||
| 1.1 | All kinds of soil with depth upto 1.5m below average Ground level and disposing surplus excavated earth upto a lead of 200 metres. | 5,500 | Cu.m. | - | - |
| 1.2 | All kinds of soil with depth exceeding 1.5m but not exceeding 3m below average Ground level and disposing surplus excavated earth upto a lead of 200 metres. | 5,000 | Cu.m. | - | - |
| 1.3 | All kinds of soil with depth exceeding 3m but not exceeding 4.5m below average Ground level and disposing surplus excavated earth upto a lead of 200 metres. | 2,500 | Cu.m. | - | - |
| 2Earthwork excavation by mechanical means (Hydraulic excavator) / manual means for foundation, substructures, plinth beam, cess pits & trenches all kinds of foundation etc., in soft rock for the following depth from average ground level upto the required line, level and grades in both dry and wet conditions including shoring, strutting, bailing out of water if necessary, levelling and ramming the bottom of trenches, dressing of sides, stacking the excavated materials away from the edge of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be leveled by breaking clods, if any and neatly dressed and leveled) with an lead specified below and stacking the soft rock boulders in a neatly leveled ground for measurement to departmental gauge all complete as per specifications and as directed by the Engineer-in-charge. | |||||
| 2.1 | All kinds of soft rock with depth exceeding 3m but not exceeding 4.5m below average Ground level and disposing surplus excavated earth upto a lead of 200 metres. | 800 | Cu.m. | - | - |
| 3 | Providing a system for dewatering and drainage of water from site to main drain so as to retain the excavated formation dry for the duration required by the client/consultant including all equipments, consumables, site protection, etc. complete, all as per specification and as directed by Engineer-in-Charge. | 25,000 | Kwh | - | - |
| 4 | Providing and laying plain cement concrete M20 grade with total minimum cementitious content (cement + fly ash content not exceed 20 % by weight of total cementitious content) 350kg/cum of concrete using 20mm maximum size graded aggregates including mechanical mixing, transporting and placing in required position, ramming, compaction, levelling, curing, shuttering, dewatering if any, complete all as per specification for levelling courses in foundation for walls, footings, floor drains etc., encasing pipes and other required works directed by Engineer-in-Charge complete all as per specifications. | 500 | Cu.m. | - | - |
| 5Supplying and placing in situ Controlled Reinforced cement concrete of grade & total minimum cementitious content as specified (cement + fly ash) for kg/Cu. M. using OPC conforming to IS 269-2015 or latest edition and with required fly ash conforming to IS 3812 Part -I / ASTM C-618 Class F. Fly ash should be blended at site such that fly ash content should not exceed 20% by weight of total cementitious content. Coarse aggregate used should be hard granite machine crushed (with VSI technology only) graded stone aggregates with maximum size of aggregate not exceeding 20mm size. Fine aggregate used shall be either natural river sand or crushed stone sand (with VSI technology only and should be washed in water to remove finer particles, the micro fines particles of size less than 75 micron shall be less than 7%) (Zone I /II) conforming to IS 383 – 2016. The cost includes weigh batching, required chemical admixtures, mechanical mixing/Ready mix supply plant mixing, transporting/transporting by Transit Mixers, pumping using Concrete pumps/ placing with crane buckets etc., at all levels, lifts, vibrating, consolidating, curing and finishing smooth of all exposed faces complete for column footings, columns, lintels, sunshades, gutter slabs, beams, slabs, water tank, machine foundation and all other & all structural elements, dewatering wherever necessary, compacting, finishing, curing (For a period of at least 10 days), providing construction / contraction / expansion joints, pour strips etc. but excluding centering, shuttering and reinforcement (Formwork and reinforcement will be paid for separately) all as per specification, drawings and as directed by the Engineer-in-charge. Note:- 1. The rate of concrete shall include all labour, materials, tools /tackles, plant and equipment, supervision, charges for mixing & cost of admixture etc. complete. Chemical admixture conforming to IS 9103 shall be mixed in fresh concrete and prior permission from Engineer-in-charge shall be obtained for dosage and compatibility. 2. Test certificate of cement, procured from dealer/company to be submitted for all cement related works by the Contractor. 3. The rate shall be quoted on the basis of using minimum cement per cu.m. of concrete mentioned below for relevant grade of concrete. Any upward/downward variation required to obtain the specified strength will be paid for or deducted at the rate of cement specified in Schedule F. 4. Cement based grouting in case of any porus / honey comb structure, visible cracks on surface, etc or any other defects if noticed shall be rectified as directed by EIC. The cost of cement grouting in such cases shall be borne by the contractor only. | |||||
| 5.1 | M35 grade with total minimum cementitious content (cement + fly ash content not exceed 20 % by weight of total cementitious content) 400kg/cum of concrete - up to FFL | 3,000 | Cu.m. | - | - |
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