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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹89.7 L+₹2.7 L (3.15%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹92.7 L+₹5.7 L (6.57%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹95.3 L+₹8.4 L (9.61%)Admitted-Finance LAKHOTIYA CHOWK BIKANER BIKANER RAJASTHAN 334001 | BIKANER | RAJASTHAN | 334001 | L4 | Admitted-Finance | |
| 5 | L5₹99.5 L+₹12.5 L (14.4%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Anilkumargarg L7 | sunrise construction company L1 | Rakesh Kumar Goel L11 | KAVINDER VEER SINGH L9 | Rajiv Builders L3 | KHATRI CONSTRUCTION COMPANY L6 | M/s Prakash Construction Company L10 | Jaswant Singh Dabas L2 | DC Engineers L12 | Rohit Sharma L5 | Sushil Kumar Gupta L8 | Devendra Construction Company L4 | AZAD CONSTRUCTION CO. L13 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Supplying of building rubbish/malba, carted by mechanical transport including watering and banking the same in layers not exceeding 20 cm in depth breaking clods, rolling each layer with 1/2 tonne roller of wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonne and dressing up in embankment for road, flood banks, amrginal banks and guide banks of filling up ground depression with all lead & lift. | 1,729 | Cum | 125 ₹2,16,125 | 100 ₹1,72,900 | 226 ₹3,90,754 | 200 ₹3,45,800 | 90 ₹1,55,610 Lowest | 200 ₹3,45,800 | 197 ₹3,40,613 | 100 ₹1,72,900 | 200 ₹3,45,800 | 200 ₹3,45,800 | 100 ₹1,72,900 | 100 ₹1,72,900 | 299 ₹5,16,971 |
| 2.00 | 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-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | 1,729 | Cum | 850 ₹14,69,650 | 800 ₹13,83,200 | 1,550 ₹26,79,950 | 900 ₹15,56,100 | 999 ₹17,27,271 | 1,200 ₹20,74,800 | 1,777 ₹30,72,433 | 1,000 ₹17,29,000 | 1,000 ₹17,29,000 | 800 ₹13,83,200 | 1,200 ₹20,74,800 | 700 ₹12,10,300 Lowest | 1,299 ₹22,45,971 |
| 3.00 | 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) less cement used than specified in this item in recoverable separately. M-10 grade plain cement concrete by using 220 Kg of cement per cum of concrete. | 576 | Cum | 3,050 ₹17,56,800 | 2,000 ₹11,52,000 | 4,330 ₹24,94,080 | 2,700 ₹15,55,200 | 2,800 ₹16,12,800 | 2,900 ₹16,70,400 | 2,977 ₹17,14,752 | 1,500 ₹8,64,000 Lowest | 4,500 ₹25,92,000 | 3,000 ₹17,28,000 | 3,500 ₹20,16,000 | 2,400 ₹13,82,400 | 4,299 ₹24,76,224 |
| 4.00 | 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. Less cement used as per design mix is 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. | 1,441 | Cum | 4,650 ₹67,00,650 | 4,150 ₹59,80,150 | 5,050 ₹72,77,050 | 5,500 ₹79,25,500 | 4,000 ₹57,64,000 Lowest | 4,100 ₹59,08,100 | 4,777 ₹68,83,657 | 4,300 ₹61,96,300 | 6,000 ₹86,46,000 | 4,500 ₹64,84,500 | 4,800 ₹69,16,800 | 4,684 ₹67,49,644 | 6,687 ₹96,35,967 |
| 5.00 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade 'A' sealing compound. | 9,112 | per cm depth per cm width per m length | 2 ₹18,224 | 1 ₹9,112 Lowest | 1.6 ₹14,579 | 2 ₹18,224 | 1 ₹9,112 Lowest | 1 ₹9,112 Lowest | 2.07 ₹18,862 | 1 ₹9,112 Lowest | 2 ₹18,224 | 1 ₹9,112 Lowest | 2 ₹18,224 | 2 ₹18,224 | 3 ₹27,336 |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 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 City Property to Budhpur Play Ground of Badshahi Road at village Khera Kalan in Distt. North
2022_IFC_217328_1
EE/CD-VII/NIT/2021-22/90
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
₹3.8 L
4 Mar 2022
23 Feb 2022
2 Mar 2022
23 Feb 2022
2 Mar 2022
23 Feb 2022
Amount
Supplying of building rubbish/malba, carted by mechanical transport including watering and banking the same in layers not exceeding 20 cm in depth breaking clods, rolling each layer with 1/2 tonne roller of wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonne and dressing up in embankment for road, flood banks, amrginal banks and guide banks of filling up ground depression with all lead & lift.
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-II (size range 53 mm to 0.075 mm ) having CBR Value-25
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) less cement used than specified in this item in 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. Less cement used as per design mix is 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 and laying in position bitumen hot sealing compound for expansion joints etc. Using grade 'A' sealing compound.
Jaswant Singh Dabas
Rajiv Builders
Devendra Construction Company
Rohit Sharma
KHATRI CONSTRUCTION COMPANY
Anilkumargarg
Sushil Kumar Gupta
KAVINDER VEER SINGH
M/s Prakash Construction Company
Rakesh Kumar Goel
DC Engineers
AZAD CONSTRUCTION CO.
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