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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.6 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹59.9 L+₹1.3 L (2.24%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹64.1 L+₹5.6 L (9.52%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹68.2 L+₹9.6 L (16.4%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹68.3 L+₹9.7 L (16.6%)Admitted-Finance NOT AVAILABLE | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Satish Kumar L6 | NARENDER KUMAR L2 | KHATRI CONSTRUCTION COMPANY L4 | Jaswant Singh Dabas L1 | DINESH KUMAR L3 | Swastik Construction Company L8 | KAVINDER VEER SINGH L7 | DURGA CONSTRUCTION CO . L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Supply of screened soil from C&D waste product by mechanical transport including loading and unloading and royalty of screened soil and banking the same in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions with meall lead and lift. | 1,227 | Cubic Metre | 325 ₹3,98,775 | 80 ₹98,160 Lowest | 250 ₹3,06,750 | 250 ₹3,06,750 | 249 ₹3,05,523 | 326 ₹4,00,002 | 400 ₹4,90,800 | 252 ₹3,09,204 |
| 2.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | 1,845 | Square Metre | 25 ₹46,125 | 10 ₹18,450 Lowest | 60 ₹1,10,700 | 50 ₹92,250 | 50 ₹92,250 | 65.05 ₹1,20,017 | 80 ₹1,47,600 | 54 ₹99,630 |
| 3.00 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. 16.7.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 900 | Metre | 100 ₹90,000 | 70 ₹63,000 Lowest | 100 ₹90,000 | 100 ₹90,000 | 90 ₹81,000 | 133.34 ₹1,20,006 | 120 ₹1,08,000 | 108 ₹97,200 |
| 4.00 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe | 36 | Metre | 550 ₹19,800 | 400 ₹14,400 Lowest | 600 ₹21,600 | 500 ₹18,000 | 450 ₹16,200 | 422.86 ₹15,223 | 500 ₹18,000 | 450 ₹16,200 |
| 5.00 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 369 | Cubic Metre | 1,000 ₹3,69,000 Lowest | 1,400 ₹5,16,600 | 1,200 ₹4,42,800 | 1,200 ₹4,42,800 | 1,299 ₹4,79,331 | 1,084.01 ₹4,00,000 | 1,050 ₹3,87,450 | 1,080 ₹3,98,520 |
| 6.00 | Providing and laying cement concrete pavement of M-10 with ready mixed concrete from batching plant of reputed cement manufacture and transported to the site of work in transit mixer having continuous agitated mixer, manufactured as premixed design of M-10 grade of cement concrete work including pumping of RMC from transit mixer to site. Placing in required camber compulsory with plate/ screed vibrator, with wire brush etc. and curing including cost admixture in recommended proportions as per I.S. 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per specifications and direction of Engineer-in-charge. Note :1) Excess/less cement used than specified in this item in payable/recoverable separately. M-10 grade plain cement concrete by using 220 Kg of cement per cum of concrete. | 619 | Cubic Metre | 3,250 ₹20,11,750 | 2,699 ₹16,70,681 | 2,900 ₹17,95,100 | 2,000 ₹12,38,000 | 1,999 ₹12,37,381 Lowest | 4,500 ₹27,85,500 | 2,500 ₹15,47,500 | 2,700 ₹16,71,300 |
| 7.00 | Providing and laying RMC of M-30 grade by using minimum 400 Kg. of cement ( 43 grade OPC) per cum of concrete in roads/ streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20mm nominal size in appropriate proportion as per approved design criteria including transportation to site in transit mixer, including cost of admixture in recommended proportion as per IS 9103 to accelerate/ regard setting of concrete to improve workability wit out impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibrators , leveling to required slope and camber, finishing by floating and brooming with wire brushes etc. and curing including making provision for contractor/expansion, construction of cross/ longitudinal joints of size 10mm wide 50mm deep by groove cutting machine, providing and filling joints with approved joints filler and sealants, etc. complete as per direction of Engineer-in-charge( Cost of joint filler & sealants shall be paid for separately under relevant item). Note: Cement content considered in M-30 is @ 400 Kg/cum. Excess/Less cement used as per design mix is payale/recoverable separately M-30 RC using minimum cement @ 400 Kg/cum. Cement concrete manufactured in automatic batching plant(RC plant) including transportation to site in transit mixer. | 619 | Cubic Metre | 4,950 ₹30,64,050 | 4,199 ₹25,99,181 | 4,100 ₹25,37,900 Lowest | 4,300 ₹26,61,700 | 4,999 ₹30,94,381 | 5,700 ₹35,28,300 | 5,800 ₹35,90,200 | 4,500 ₹27,85,500 |
| 8.00 | Providing & fixing solar studs as per specifications: construction: Aluminium-ally shell, 10% water proof design according to ip65, Dimension: 130mm x 125mm 25mm (shank 60mm), High efficiency mono-crystalline Solar Panel 2:4 V/O watt, One Ni-Mh or Nl-cdrechargeable battery (1.2v/1600 MA). Six super bright Lred with 10,000 to 18,000 mxd (Millicandela), view distance upto 1000 meters. Flash rate: 2Hz or according to customers requirements, bearable weight: 10 tons approx, color: yellow, red, blue green or white, working time: 3 to 45 days after fully charged battery, charging time: 5 to 6 hours from direct sun light working temp: 100-750c, life span: three to five years, easy installation, on maintenance, unbreakable poly carbonate clear facing designed for maintenance free operation, automatically turn on at night and turn off at dawn, high visibility LED’s ensure easy and safe night driving. As approved by engineer-in-charge. The studs shall be fixed to the road surface using the adhesive conforming to IS. As per procedure recommended be the manufacture complete and as per direction to Engineer-in-charge. | 1,007 | Nos. | 1,000 ₹10,07,000 Lowest | 1,000 ₹10,07,000 Lowest | 1,500 ₹15,10,500 | 1,000 ₹10,07,000 Lowest | 1,100 ₹11,07,700 | 1,390.27 ₹14,00,002 | 1,300 ₹13,09,100 | 1,440 ₹14,50,080 |
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
2 Mar 2022, 3:00 pmClosed
Executive Engineer CD VII IFCD
Civil Division VII IFCD Rohini Office Complex Sector 15 Rohini Delhi
Construction of road from village Ghoga to Katlupur road at village Ghoga in Alipur Block, Distt. North, Delhi
2022_IFC_217321_1
EE/CD-VII/NIT/2021-22/87
Open Tender
Civil Works
Item Rate
90 days
Civil Division VII IFCD Rohini Office Complex Sect
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹2.5 L
4 Mar 2022
23 Feb 2022
2 Mar 2022
23 Feb 2022
2 Mar 2022
23 Feb 2022
Amount
Supply of screened soil from C&D waste product by mechanical transport including loading and unloading and royalty of screened soil and banking the same in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions with meall lead and lift.
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. 16.7.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
Providing and laying cement concrete pavement of M-10 with ready mixed concrete from batching plant of reputed cement manufacture and transported to the site of work in transit mixer having continuous agitated mixer, manufactured as premixed design of M-10 grade of cement concrete work including pumping of RMC from transit mixer to site. Placing in required camber compulsory with plate/ screed vibrator, with wire brush etc. and curing including cost admixture in recommended proportions as per I.S. 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per specifications and direction of Engineer-in-charge. Note :1) Excess/less cement used than specified in this item in payable/recoverable separately. M-10 grade plain cement concrete by using 220 Kg of cement per cum of concrete.
Providing and laying RMC of M-30 grade by using minimum 400 Kg. of cement ( 43 grade OPC) per cum of concrete in roads/ streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20mm nominal size in appropriate proportion as per approved design criteria including transportation to site in transit mixer, including cost of admixture in recommended proportion as per IS 9103 to accelerate/ regard setting of concrete to improve workability wit out impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibrators , leveling to required slope and camber, finishing by floating and brooming with wire brushes etc. and curing including making provision for contractor/expansion, construction of cross/ longitudinal joints of size 10mm wide 50mm deep by groove cutting machine, providing and filling joints with approved joints filler and sealants, etc. complete as per direction of Engineer-in-charge( Cost of joint filler & sealants shall be paid for separately under relevant item). Note: Cement content considered in M-30 is @ 400 Kg/cum. Excess/Less cement used as per design mix is payale/recoverable separately M-30 RC using minimum cement @ 400 Kg/cum. Cement concrete manufactured in automatic batching plant(RC plant) including transportation to site in transit mixer.
Providing & fixing solar studs as per specifications: construction: Aluminium-ally shell, 10% water proof design according to ip65, Dimension: 130mm x 125mm 25mm (shank 60mm), High efficiency mono-crystalline Solar Panel 2:4 V/O watt, One Ni-Mh or Nl-cdrechargeable battery (1.2v/1600 MA). Six super bright Lred with 10,000 to 18,000 mxd (Millicandela), view distance upto 1000 meters. Flash rate: 2Hz or according to customers requirements, bearable weight: 10 tons approx, color: yellow, red, blue green or white, working time: 3 to 45 days after fully charged battery, charging time: 5 to 6 hours from direct sun light working temp: 100-750c, life span: three to five years, easy installation, on maintenance, unbreakable poly carbonate clear facing designed for maintenance free operation, automatically turn on at night and turn off at dawn, high visibility LED’s ensure easy and safe night driving. As approved by engineer-in-charge. The studs shall be fixed to the road surface using the adhesive conforming to IS. As per procedure recommended be the manufacture complete and as per direction to Engineer-in-charge.
NARENDER KUMAR
DINESH KUMAR
KHATRI CONSTRUCTION COMPANY
DURGA CONSTRUCTION CO .
Satish Kumar
KAVINDER VEER SINGH
Swastik Construction Company
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