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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.7 CrAccepted-AOC 408 THE ADDRESS COMMERCIA MUMBAI BANGALORE HIGHWAY BHUJBAL CHOWK WAKAD PUNE MAHARASHTRA 411057 | PUNE | MAHARASHTRA | 411057 | ₹26.7 Cr | L1 | Accepted-AOC Accepted |
| 2 | Not Admitted-Fee/PreQual/Technical DURGA APT INDRA NAGAR NASHIK 422009 | NASHIK | NASHIK | MAHARASHTRA | 422009 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical N A | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | VDK FACILITY SERVICES PVT LTD |
|---|---|---|---|---|
| 1.00 | Item No 1.01 :- Providing and laying cast in situ/Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 600mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in-charge including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With fine aggregate(Crushed sand VSI Grade) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete.(Excluding steel reinforcement) (Item No. 22.29) | 982.77 | Running Metre | 50,93,711.38 ₹50,93,711.38 Lowest |
| 2.00 | Item No 1.02 :- Providing and laying Cast in situ/Ready Mixcement concrete M-35 of trap/granite/quartzite/gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With fine aggregate(Crushed sand VSI Grade) (Item No. 25.56) | 574.65 | Cubic Metre | 80,58,156.74 ₹80,58,156.74 Lowest |
| 3.00 | Item No 1.03 :- Providing dry/trap/granite/quartzite/gneiss rubble stone soling 15cm to 20cm thick including hand packing and compacting etc. complete. (Item No. 21.38) | 107.69 | Cubic Metre | 2,07,924.81 ₹2,07,924.81 Lowest |
| 4.00 | Item No 1.04 :- 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 with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With fine aggregate(Crushed sand VSI Grade) (Item No. 24.04) | 70.23 | Cubic Metre | 5,07,024.16 ₹5,07,024.16 Lowest |
| 5.00 | Item No 1.05 :- 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. (Item No. 21.22) | 2,229.67 | Square Metre | 2,55,275.26 ₹2,55,275.26 Lowest |
| 6.00 | Item No 1.06 :- Providing preconstructional antitermite treatment as per I.S. 6313(Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per square metre of surface area covering ten years guarantee on bond paper. (Item No. 21.24) | 1,360.99 | Square Metre | 1,57,276 ₹1,57,276 Lowest |
| 7.00 | Item No 1.07 :- Providing preconstructional antitermite treatment as per I.S. 6313(Part-I) to the soil along the external face of building by punching holes of 1.2 of 1.5 C.M. diametre about 30-60cm deep at 15cm c/c as close to the wall as possible and to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling and covering 10 years guarantee on bond paper. (Item No. 21.25) | 226.59 | Square Metre | 42,671.43 ₹42,671.43 Lowest |
| 8.00 | Item No 1.08 :- Empty boring for 325 to 400mm dia bored R.C.C. cast in situ piles including withdrawal of shell, removal of earth to a distance of 50 metres etc. complete. Spec :(As directed by Engineer in Charge) (Item No. 22.50) | 2,805.6 | Running Metre | 17,36,834.74 ₹17,36,834.74 Lowest |
| 9.00 | Item No 1.09 :- Empty boring for 525 to 600mm dia. bored R.C.C. cast in situ piles including withdrawal of shell, removal of earth to a distance of 50 metres etc. complete. Spec :(As directed by Engineer in Charge) (Item No. 22.52) | 100.8 | Running Metre | 1,45,389.89 ₹1,45,389.89 Lowest |
| 10.00 | Item No 1.10 :- Chiseling through pile shells in hard strata like boulders, soft and hard rocks Beyond 550mm and upto and inclusive of 750mm dia. including removing and stacking the loose materials etc. complete and disposing of the unserviceable materials outside complete. (Item No. 22.40) | 29.64 | Rig Hour | 45,479.62 ₹45,479.62 Lowest |
Tender Value
₹24.6 Cr
EMD Value
₹12.3 L
Closing Date
26 Mar 2025, 6:00 pmClosed
Executive Engineer, P. W. Division, Mahad, Raigad
Executive Engineer, P. W. Division, Mahad, Raigad.
Construction of New Court Building at Mahad Tal Mahad Dist. Raigad II Call
2025_PWR_1162402_1
Notice 111 No/MHD/TC/1045 Dt 18.03.2025
Open Tender
Civil Works
Item Wise
545 days
Executive Engineer, P. W. Division, Mahad
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
₹12.3 L
Chief Engineer, Konkan (P.W.) Region, Mumbai.
6 May 2026
19 Mar 2025
27 Mar 2025
19 Mar 2025
26 Mar 2025
19 Mar 2025
21 Mar 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Item No 1.01 :- Providing and laying cast in situ/Ready Mix Cement Concrete M-30 for bored piles each of load capacity and as per design and of 600mm diameter or as directed placed through steel shells sunk to the required depth through all strata except rock excluding provision of reinforcement as per detailed drawings and design approved by the Engineer-in-charge including placing with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With fine aggregate(Crushed sand VSI Grade) by tremie arrangements, compaction of concrete including chipping and dressing and withdrawal of shell etc. complete.(Excluding steel reinforcement) (Item No. 22.29) | 0.6 | Running Metre | 1 | ₹0.6 |
| 2 | Item No 1.02 :- Providing and laying Cast in situ/Ready Mixcement concrete M-35 of trap/granite/quartzite/gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With fine aggregate(Crushed sand VSI Grade) (Item No. 25.56) | 0.2 | Cubic Metre | 1 | ₹0.2 |
| 3 | Item No 1.03 :- Providing dry/trap/granite/quartzite/gneiss rubble stone soling 15cm to 20cm thick including hand packing and compacting etc. complete. (Item No. 21.38) | 0.6 | Cubic Metre | 1 | ₹0.6 |
| 4 | Item No 1.04 :- 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 with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant(Pan mixer) etc. complete. With fine aggregate(Crushed sand VSI Grade) (Item No. 24.04) | 0.6 | Cubic Metre | 1 | ₹0.6 |
| 5 | Item No 1.05 :- 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. (Item No. 21.22) | 0.2 | Square Metre | 1 | ₹0.2 |
| 6 | Item No 1.06 :- Providing preconstructional antitermite treatment as per I.S. 6313(Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyrifos per square metre of surface area covering ten years guarantee on bond paper. (Item No. 21.24) | - | Square Metre | 1 | - |
| 7 | Item No 1.07 :- Providing preconstructional antitermite treatment as per I.S. 6313(Part-I) to the soil along the external face of building by punching holes of 1.2 of 1.5 C.M. diametre about 30-60cm deep at 15cm c/c as close to the wall as possible and to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling and covering 10 years guarantee on bond paper. (Item No. 21.25) | - | Square Metre | 1 | - |
| 8 | Item No 1.08 :- Empty boring for 325 to 400mm dia bored R.C.C. cast in situ piles including withdrawal of shell, removal of earth to a distance of 50 metres etc. complete. Spec :(As directed by Engineer in Charge) (Item No. 22.50) | 1 | Running Metre | 1 | ₹1 |
| 9 | Item No 1.09 :- Empty boring for 525 to 600mm dia. bored R.C.C. cast in situ piles including withdrawal of shell, removal of earth to a distance of 50 metres etc. complete. Spec :(As directed by Engineer in Charge) (Item No. 22.52) | 1 | Running Metre | 1 | ₹1 |
| 10 | Item No 1.10 :- Chiseling through pile shells in hard strata like boulders, soft and hard rocks Beyond 550mm and upto and inclusive of 750mm dia. including removing and stacking the loose materials etc. complete and disposing of the unserviceable materials outside complete. (Item No. 22.40) | - | Rig Hour | 1 | - |
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