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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.4 Cr+₹39.6 L (13.0%)Admitted-Finance | ₹3.4 Cr+₹39.6 L (13.0%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GOUSIA ROAD CONSTRUCTION COMPANY L2 | M/s Sarfaraz Ahmad Boza L1 |
|---|---|---|---|---|---|
| 1.01 | Demolishing R.C.C. work manually/ mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge | 1,121.93 | Cum | 750 ₹8,41,447.5 Lowest | 1,579 ₹17,71,527.47 |
| 2.01 | Supplying, filling, spreading and leveling stone boulders of size range 5cm to 20cm on canal slopes in required thickness for all leads and lifts all complete as per directions of engineer in charge. | 560.96 | Cum | 390 ₹2,18,774.4 Lowest | 480 ₹2,69,260.8 |
| 3.01 | Preparing and dressing side slopes of canals for lining: In soils admixed with upto 40% shingle/kankar/ boulder all complete as per directions of engineer in charge | 12,262.08 | sqm | 30.2 ₹3,70,314.82 | 25 ₹3,06,552 Lowest |
| 4.01 | Providing and laying 10mm thick, 1 cement: 3 fine sand mortar slurry' on beds and side slopes (prior to laying In-situ concrete lining) | 12,262.08 | sqm | 48 ₹5,88,579.84 Lowest | 70 ₹8,58,345.6 |
| 5.01 | Providing and laying in position specified grade of reinforced cement concrete including curing, compaction by vibrator but excluding the cost of centering, shuttering and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 2,380.1 | Cum | 9,000 ₹2,14,20,900 | 6,975 ₹1,66,01,197.5 Lowest |
| 6.01 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more | 64,158 | kg | 81 ₹51,96,798 | 77 ₹49,40,166 Lowest |
| 7.01 | Centering and shuttering including removal with 12 mm thick plywood confirming to IS 4990:2011 Plywood will be supported on lock bars | 1,362.45 | sqm | 91.35 ₹1,24,459.81 | 65 ₹88,559.25 Lowest |
| 8.01 | Filling expansion joints (12mm wide) with special Impervious hot-pour including cleaning the surface of all dirt, disintegrated filler, weeds and foreign material etc. all complete as per direction of Engineer-in-charge | 18.73 | cum | 48,000 ₹8,99,040 Lowest | 69,500 ₹13,01,735 |
| 9.01 | Centering and shuttering including strutting, propping etc. and removal of formwork for all works upto plinth level | 351.3 | sqm | 300 ₹1,05,390 | 170 ₹59,721 Lowest |
| 10.01 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) | 1,988.08 | kg | 60 ₹1,19,284.8 | 40 ₹79,523.2 Lowest |
Tender Value
₹4.0 Cr
EMD Value
₹7.9 L
Closing Date
25 Aug 2022, 6:00 pmClosed
Executive Engineer
Kangan
Permanent Restoration of Power canal of USHP-I Sumbal including all allied works.Permanent Restoration of power Canal 22.5 USHP-I Sumbal including all allied works
2022_SPDC_182016_1
CMD SVP K 01 of 2022-23
Open Tender
Civil Works
Item Rate
90 days
USHP Sumbal I Ganderbal
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,000
Executive Engineer CMD SVP Kangan
₹7.9 L
Yes
31 Aug 2022
2 Aug 2022
26 Aug 2022
3 Aug 2022
25 Aug 2022
4 Aug 2022
Amount
Demolishing R.C.C. work manually/ mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge
Supplying, filling, spreading and leveling stone boulders of size range 5cm to 20cm on canal slopes in required thickness for all leads and lifts all complete as per directions of engineer in charge.
Preparing and dressing side slopes of canals for lining: In soils admixed with upto 40% shingle/kankar/ boulder all complete as per directions of engineer in charge
Providing and laying 10mm thick, 1 cement: 3 fine sand mortar slurry' on beds and side slopes (prior to laying In-situ concrete lining)
Providing and laying in position specified grade of reinforced cement concrete including curing, compaction by vibrator but excluding the cost of centering, shuttering and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more
Centering and shuttering including removal with 12 mm thick plywood confirming to IS 4990:2011 Plywood will be supported on lock bars
Filling expansion joints (12mm wide) with special Impervious hot-pour including cleaning the surface of all dirt, disintegrated filler, weeds and foreign material etc. all complete as per direction of Engineer-in-charge
Centering and shuttering including strutting, propping etc. and removal of formwork for all works upto plinth level
Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)
Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction / expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete. Kickers (320mm wide, 5mm thick)
Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 75 mm average thickness
Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer In-charge complete in all respect. SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer
Silt clearance from canals Inclusive of initial lead and lift ( 50m & 1.5m respectively): Wet
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials All kinds of soil ( 6 No of additional lifts @81.65 per lift)
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials All kinds of soil
Shingle clearance from canal including initial lead of 50 m and lift 1.5 m
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials Ordinary or hard rock
Weed clearance From canals(including extraction of all roots and disposal of material within 50 meters lead)
Carriage of materials by mechanical transport (Cement Avg lead 40 Km)
Carriage of materials by mechanical transport (Sand avg lead 40 Km)
Carriage of materials by mechanical transport (Aggregates avg lead 40 Km)
Carriage of materials by mechanical transport ( Steel Avg lead 40 Km)
Carriage of materials by mechanical transport ( Stone Avg lead 10 Km)
GOUSIA ROAD CONSTRUCTION COMPANY
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