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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.7 CrAccepted-Finance N A | NA | NA | 121004 | ₹54.7 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹56.0 CrAccepted-Finance | ₹56.0 Cr | L2 | Accepted-Finance L2 |
| 3 | L1₹54.5 CrRejected-Finance 701 HEADQUARTERS SANT DNYANESHWAR MARG CHETANA COLLEGE ADJUNCT BANDRA EAST MUMBAI 400051 | MUMBAI SUBURBAN | MAHARASHTRA | 400051 | ₹54.5 Cr | L1 | Rejected-Finance Litigation History Not Submitted. Hence Rejected. |
| 4 | L3₹65.5 CrRejected-Finance RAM PLAZA NAVASHAKTI CHOWK BHABANAGAR NASHIK 422011 | NASHIK | NASHIK | MAHARASHTRA | 422011 | ₹65.5 Cr | L3 | Rejected-Finance L3 |
| 5 | L4₹68.0 CrRejected-Finance 401 501 HARSH ANAND YEOLEKAR MALA COLLEGE ROAD NASHIK 422005 | NASHIK | NASHIK | MAHARASHTRA | 422005 | ₹68.0 Cr | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | N A CONSTRUCTION PVT. LTD. L1 | Harsh Constructions Pvt Ltd L5 | Pawar Patkar Constructions Pvt.Ltd. L4 | Borse Brothers Engineers and Contractors Pvt.Ltd. L2 | KONARK STRUCTURAL ENG PVT LTD L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Civil Part | ||||||||
| 2.00 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means | 6,589.05 | One Cubic Metre | 207 ₹13,63,933.35 | 243.71 ₹16,05,817.38 | 243.72 ₹16,05,883.27 | 196 ₹12,91,453.8 | 175 ₹11,53,083.75 Lowest |
| 3.00 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means | 4,704.39 | One Cubic Metre | 230 ₹10,82,009.7 | 267.26 ₹12,57,295.27 | 257.39 ₹12,10,862.94 | 215 ₹10,11,443.85 | 201 ₹9,45,582.39 Lowest |
| 4.00 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means | 4,704.39 | One Cubic Metre | 500 ₹23,52,195 | 505.08 ₹23,76,093.3 | 486.44 ₹22,88,403.47 | 405 ₹19,05,277.95 | 345 ₹16,23,014.55 Lowest |
| 5.00 | Excavation for foundation in Hard rock by blasting including trimming and leveling the bed by chiseling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including dewatering and back filling with available earth/murum, watering, ramming, etc. complete. (Lift upto 1.5m) By Mechanical Means | 1,528.98 | One Cubic Metre | 1,000 ₹15,28,980 | 1,023.13 ₹15,64,345.31 | 985.35 ₹15,06,580.44 | 821 ₹12,55,292.58 Lowest | 935 ₹14,29,596.3 |
| 6.00 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) | 8,640 | One Hour | 170 ₹14,68,800 | 210.74 ₹18,20,793.6 | 202.96 ₹17,53,574.4 | 169 ₹14,60,160 | 130 ₹11,23,200 Lowest |
| 7.00 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) | 8,640 | One Hour | 210 ₹18,14,400 | 262.55 ₹22,68,432 | 252.85 ₹21,84,624 | 211 ₹18,23,040 | 165 ₹14,25,600 Lowest |
| 8.00 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) | 1,641.87 | One Cubic Metre | 6,550 ₹1,07,54,248.5 | 8,419.16 ₹1,38,23,166.23 | 8,108.32 ₹1,33,12,807.36 | 6,758 ₹1,10,95,757.46 | 5,998 ₹98,47,936.26 Lowest |
| 9.00 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper. | 7,706.56 | One Square Metre | 100 ₹7,70,656 Lowest | 125.97 ₹9,70,795.36 | 121.32 ₹9,34,959.86 | 101 ₹7,78,362.56 | 110 ₹8,47,721.6 |
| 10.00 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per One Square Metre of vertical surface area covering 10 years guarantee on bond paper. | 3,005.76 | One Square Metre | 100 ₹3,00,576 Lowest | 131.87 ₹3,96,369.57 | 126.99 ₹3,81,701.46 | 106 ₹3,18,610.56 | 113 ₹3,39,650.88 |
Tender Value
₹60.9 Cr
EMD Value
₹31 L
Closing Date
8 May 2025, 5:30 pmClosed
Executive Engineer, P.W. Division Thane No 1
Executive Engineer, PW Division, Thane no 1 , PWD Compound, Station Road, Thane (West)- 400601
Construction of New 247 Residential Staff Quarters (Type II) at Thane Central Prison Premises. Tal.Dist. Thane
2025_PWR_1168098_1
NIT_NO_84_FOR_2024_25
Open Tender
Civil Works
Item Rate
720 days
Thane
As Per Tender Documents
2 documents required · 2 mandatory
₹5,900
₹31 L
Chief Engineer, Public Works Region, Konkan
8 Aug 2026
5 Apr 2025
9 May 2025
5 Apr 2025
8 May 2025
5 Apr 2025
5 Apr 2025 - 22 Apr 2025
22 Apr 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil Part | - | - | - | - |
| 2 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means | - | One Cubic Metre | - | - |
| 3 | Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means | - | One Cubic Metre | - | - |
| 4 | Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means | - | One Cubic Metre | - | - |
| 5 | Excavation for foundation in Hard rock by blasting including trimming and leveling the bed by chiseling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including dewatering and back filling with available earth/murum, watering, ramming, etc. complete. (Lift upto 1.5m) By Mechanical Means | - | One Cubic Metre | - | - |
| 6 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) | - | One Hour | - | - |
| 7 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) | - | One Hour | - | - |
| 8 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) | 1 | One Cubic Metre | - | - |
| 9 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper. | - | One Square Metre | - | - |
| 10 | Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) treatment by treating the backfill in immediate contact with foundation at the rate of 5 litres of emulsion concentrate of 1.0 percent of clorophyrifos per One Square Metre of vertical surface area covering 10 years guarantee on bond paper. | - | One Square Metre | - | - |
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