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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 CrAdmitted-Finance 201 202 A WING RAMESHRAMJIV BLDG BHAUSAHEB PALGHAR DANDEKAR MARG DIST PALGHAR 401 404 | PALGHAR | PALGHAR | MAHARASHTRA | 401404 | ₹7.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.5 CrAdmitted-Finance | ₹7.5 Cr | L2 | Admitted-Finance |
| 3 | L3₹7.6 CrAdmitted-Finance 43 TRIDEEP BUNGLOW MIDDLE CLASS HSG SOC NEXT TO ARYAN SCHOOL GROUND PALGHAR MAHARASHTRA | PALGHAR | PALGHAR | MAHARASHTRA | 401404 | ₹7.6 Cr | L3 | Admitted-Finance |
| 4 | L4₹8.2 CrAdmitted-Finance | ₹8.2 Cr | L4 | Admitted-Finance |
| 5 | L5₹9.0 CrAdmitted-Finance | ₹9.0 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | N N PUGALIA L5 | M/s.HAMID J SHEIKH CONTRACTOR L4 | DATTATRAY CONSTRUCTION L2 | DIPAK S PIMPLE ENGINEERS AND CONTRACTORS L3 | KHUSHBU ENTERPRISE L7 | Sterling Engineering & Constructions LLP L1 | Quick Builders L6 | Vikash Enterprises L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. From 0.00 to 1.50 m depth from average ground level. | 5,318 | Cu.M | 340.2 ₹18,09,183.6 | 290 ₹15,42,220 | 105 ₹5,58,390 | 93 ₹4,94,574 Lowest | 480 ₹25,52,640 | 112.2 ₹5,96,679.6 | 450 ₹23,93,100 | 500 ₹26,59,000 |
| 2.00 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. From 1.50 to 3.00 m depth from average ground level. | 3,912 | Cu.M | 684 ₹26,75,808 | 650 ₹25,42,800 | 155 ₹6,06,360 | 163 ₹6,37,656 | 980 ₹38,33,760 | 142.8 ₹5,58,633.6 Lowest | 940 ₹36,77,280 | 650 ₹25,42,800 |
| 3.00 | Earth work excavation in Hard Rock (Without Blasting) by Chiselling and / or by mechanical
means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc. Complete all as per specifications and as directed by the Engineer-in-Charge. From 1.50 to 3.00 m depth from average ground level | 782 | Cu.M | 1,125 ₹8,79,750 | 900 ₹7,03,800 | 495 ₹3,87,090 | 451 ₹3,52,682 | 1,400 ₹10,94,800 | 240.72 ₹1,88,243.04 Lowest | 1,350 ₹10,55,700 | 1,300 ₹10,16,600 |
| 4.00 | Earth work excavation in Hard Rock (Without Blasting) by Chiselling and / or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc. Complete all as per specifications and as directed by the Engineer-in-Charge. From 3.00 to 4.50 m depth from average ground level | 1,174 | Cu.M | 1,233 ₹14,47,542 | 900 ₹10,56,600 | 695 ₹8,15,930 | 534 ₹6,26,916 | 1,600 ₹18,78,400 | 481.44 ₹5,65,210.56 Lowest | 1,500 ₹17,61,000 | 1,600 ₹18,78,400 |
| 5.00Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. Note :Note: The rates in respect of Item Nos 1 to 4 are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil and @ 50% in respect of Rock from corresponding STACK / TRUCK Measurement. | |||||||||||
| 5.10 | Soil | 5,318 | CuM | 112.5 ₹5,98,275 | 100 ₹5,31,800 | 75 ₹3,98,850 | 71 ₹3,77,578 Lowest | 200 ₹10,63,600 | 81.6 ₹4,33,948.8 | 170 ₹9,04,060 | 900 ₹47,86,200 |
| 5.20 | Rock | 2,934 | CuM | 171 ₹5,01,714 | 150 ₹4,40,100 | 95 ₹2,78,730 Lowest | 108 ₹3,16,872 | 250 ₹7,33,500 | 106.08 ₹3,11,238.72 | 240 ₹7,04,160 | 900 ₹26,40,600 |
| 6.00 | Supplying, stacking and laying of 230 mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge.230mm With outside material | 718 | Sq.M | 765 ₹5,49,270 | 803 ₹5,76,554 | 595 ₹4,27,210 | 575 ₹4,12,850 | 980 ₹7,03,640 | 535.5 ₹3,84,489 | 950 ₹6,82,100 | 500 ₹3,59,000 Lowest |
| 7.00 | Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and
steel reinforcement at all Levels | 320 | Cu.M | 7,326 ₹23,44,320 | 6,500 ₹20,80,000 | 5,750 ₹18,40,000 | 6,546 ₹20,94,720 | 7,000 ₹22,40,000 | 5,559 ₹17,78,880 Lowest | 6,800 ₹21,76,000 | 6,800 ₹21,76,000 |
| 8.00 | Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level. Minimum Cement Content shall be 400 Kg/CuM | 2,434 | Cu.M | 10,220.1 ₹2,48,75,723.4 | 8,550 ₹2,08,10,700 | 7,250 ₹1,76,46,500 | 8,041 ₹1,95,71,794 | 10,700 ₹2,60,43,800 | 6,885 ₹1,67,58,090 Lowest | 10,350 ₹2,51,91,900 | 10,570 ₹2,57,27,380 |
Tender Value
₹9.5 Cr
EMD Value
₹19.0 L
Closing Date
30 Jan 2026, 5:00 pmClosed
Associate Director (US), TMS
NPCIL, TMS, Tarapur, PO_TAPP, Boisar _WR_, Dist. Palghar, Maharashtra_401 504
Construction of 2 Nos. Under Ground Water Storage Tanks at TMS Township.
2025_NPCIL_260817_1
TMS / CMM-WORKS / GS-CIVIL / 2025 / 2571
Open Tender
Civil Works
Item Rate
455 days
Works
As per NIT
4 documents required · 4 mandatory
₹0
₹19.0 L
5 Aug 2026
30 Dec 2025
2 Feb 2026
30 Dec 2025
30 Jan 2026
12 Jan 2026
30 Dec 2025 - 24 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge. From 0.00 to 1.50 m depth from average ground level. | 5,318 | Cu.M | - | - |
| 2 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. From 1.50 to 3.00 m depth from average ground level. | 3,912 | Cu.M | - | - |
| 3 | Earth work excavation in Hard Rock (Without Blasting) by Chiselling and / or by mechanical
means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc. Complete all as per specifications and as directed by the Engineer-in-Charge. From 1.50 to 3.00 m depth from average ground level | 782 | Cu.M | - | - |
| 4 | Earth work excavation in Hard Rock (Without Blasting) by Chiselling and / or by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and stacking and / or disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc. Complete all as per specifications and as directed by the Engineer-in-Charge. From 3.00 to 4.50 m depth from average ground level | 1,174 | Cu.M | - | - |
| 5Lead charges for 1st 1 KM or part thereof, by mechanical transport including loading unloading, stacking / levelling etc. Note :Note: The rates in respect of Item Nos 1 to 4 are applicable for NET Quantities arrived at after making deduction for voids @ 20% in respect of soil and @ 50% in respect of Rock from corresponding STACK / TRUCK Measurement. | |||||
| 5.1 | Soil | 5,318 | CuM | - | - |
| 5.2 | Rock | 2,934 | CuM | - | - |
| 6 | Supplying, stacking and laying of 230 mm thick rubble soling stones as under floor base including packing with smaller stone and compacting, ramming including spreading and consolidation of blinding material, moorum etc. complete all as per specifications and as directed by the Engineer-in-charge.230mm With outside material | 718 | Sq.M | - | - |
| 7 | Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and
steel reinforcement at all Levels | 320 | Cu.M | - | - |
| 8 | Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including admixtures of approved brand and quality (plasticiser or super plasticiser) if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level. Minimum Cement Content shall be 400 Kg/CuM | 2,434 | Cu.M | - | - |
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