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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹18.2 L (18.0%)Admitted-Finance | ₹1.2 Cr+₹18.2 L (18.0%) | L2 | Admitted-Finance |
| 3 | L3₹1.2 Cr+₹18.9 L (18.7%)Admitted-Finance | ₹1.2 Cr+₹18.9 L (18.7%) | L3 | Admitted-Finance |
| 4 | L4₹1.3 Cr+₹24.0 L (23.8%)Admitted-Finance | ₹1.3 Cr+₹24.0 L (23.8%) | L4 | Admitted-Finance |
| 5 | L5₹1.3 Cr+₹27.7 L (27.4%)Admitted-Finance | ₹1.3 Cr+₹27.7 L (27.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Satish Kumar L6 | Rajiv Builders L3 | KAVINDER VEER SINGH L5 | KHATRI CONSTRUCTION COMPANY L2 | Jaswant Singh Dabas L1 | I K CHOUDHARY L7 | Rohit Sharma L4 | AZAD CONSTRUCTION CO. L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 4,314 | Sqm | 7 ₹30,198 | 4 ₹17,256 | 5 ₹21,570 | 3 ₹12,942 | 1 ₹4,314 Lowest | 2 ₹8,628 | 4 ₹17,256 | 9 ₹38,826 |
| 2.00 | Supply of earth by mechanical transport including loading and unloading and royalty of earth 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 dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions with all lead lift in all kind of soil. | 392 | Cum | 350 ₹1,37,200 | 150 ₹58,800 | 300 ₹1,17,600 | 250 ₹98,000 | 100 ₹39,200 Lowest | 200 ₹78,400 | 325 ₹1,27,400 | 349 ₹1,36,808 |
| 3.00 | 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 | 495 | Cum | 1,000 ₹4,95,000 | 999 ₹4,94,505 | 950 ₹4,70,250 | 1,200 ₹5,94,000 | 1,000 ₹4,95,000 | 1,100 ₹5,44,500 | 800 ₹3,96,000 Lowest | 1,299 ₹6,43,005 |
| 4.00 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 736 | Cum | 5,500 ₹40,48,000 | 4,400 ₹32,38,400 | 4,800 ₹35,32,800 | 4,500 ₹33,12,000 | 3,000 ₹22,08,000 Lowest | 7,000 ₹51,52,000 | 4,200 ₹30,91,200 | 5,999 ₹44,15,264 |
| 5.00 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen With mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg I sqm | 19,629 | Sqm | 25 ₹4,90,725 | 18 ₹3,53,322 | 22 ₹4,31,838 | 10 ₹1,96,290 Lowest | 10 ₹1,96,290 Lowest | 20 ₹3,92,580 | 29 ₹5,69,241 | 27 ₹5,29,983 |
| 6.00 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity. | 491 | Cum | 7,500 ₹36,82,500 | 7,100 ₹34,86,100 | 6,200 ₹30,44,200 Lowest | 6,700 ₹32,89,700 | 7,000 ₹34,37,000 | 8,000 ₹39,28,000 | 7,000 ₹34,37,000 | 7,999 ₹39,27,509 |
| 7.00 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats) | 216 | Sqm | 125 ₹27,000 | 140 ₹30,240 | 120 ₹25,920 | 100 ₹21,600 | 100 ₹21,600 | 100 ₹21,600 | 80 ₹17,280 Lowest | 199 ₹42,984 |
| 8.00 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | 21 | Cum | 150 ₹3,150 | 90 ₹1,890 | 110 ₹2,310 | 50 ₹1,050 Lowest | 200 ₹4,200 | 70 ₹1,470 | 100 ₹2,100 | 149 ₹3,129 |
| 9.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 38 | Cum | 3,000 ₹1,14,000 | 3,000 ₹1,14,000 | 2,500 ₹95,000 | 1,800 ₹68,400 | 1,500 ₹57,000 Lowest | 2,000 ₹76,000 | 2,500 ₹95,000 | 3,499 ₹1,32,962 |
| 10.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | 67 | Cum | 4,200 ₹2,81,400 | 3,999 ₹2,67,933 | 3,600 ₹2,41,200 | 3,200 ₹2,14,400 Lowest | 4,000 ₹2,68,000 | 3,500 ₹2,34,500 | 5,000 ₹3,35,000 | 4,444 ₹2,97,748 |
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
Restoration of Existing Road from Arya Samaj Road to Saboli Border, Narela in Distt. North, Delhi
2022_IFC_217396_1
EE/CD-VII/NIT/2021-22/94
Open Tender
Civil Works
Item Rate
180 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
24 Feb 2022
2 Mar 2022
24 Feb 2022
2 Mar 2022
24 Feb 2022
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Supply of earth by mechanical transport including loading and unloading and royalty of earth 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 dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions with all lead lift in all kind of soil.
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 bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen With mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg I sqm
Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats)
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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.
KHATRI CONSTRUCTION COMPANY
Rajiv Builders
Rohit Sharma
KAVINDER VEER SINGH
Satish Kumar
I K CHOUDHARY
AZAD CONSTRUCTION CO.
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