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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹81.1 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹87.0 L+₹5.9 L (7.29%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹90.3 L+₹9.2 L (11.3%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹90.5 L+₹9.4 L (11.6%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹90.9 L+₹9.8 L (12.1%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Rohit Sharma L1 | ASHOK BUILDERS L2 | R K Enterprises L3 | Kundu Nirman L4 | NITIN KUMAR SHARMA L5 | sunrise construction company L6 | NARENDER KUMAR L7 | Jindal Builders L8 | I K CHOUDHARY L9 | VINOD KUMAR AND CO L10 | KHATRI CONSTRUCTION COMPANY L11 | R.K.Barwa and Sons L12 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Supply of earth by mechanical transport including excavating 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 rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions with all mechanical lead and lift including royalty. All kinds of soil. | 552 | Cubic Metre | - | - | - | - | - | - | - | - | - | - | - | - |
| 2.00 | Supply of building rubbish/malba/similar unserviceable material dimantled or waste material by mechanical transport including royality loading banking the same in layers not exceeding 20cm in depth, braking clods watering rolling each layer with 1/2 tonne roller or wooden or steel rammers and up embankments for roads, flood banks, marginal banks and fulde or filling up ground depression, with all leads & all lifts. | 2,762 | Cubic Metre | - | - | - | - | - | - | - | - | - | - | - | - |
| 3.00 | 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 of bottoms, 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. | 329 | Cubic Metre | - | - | - | - | - | - | - | - | - | - | - | - |
| 4.00 | 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 : 8 graded stone aggregate 40 mm nominal size) | 164 | Cubic Metre | - | - | - | - | - | - | - | - | - | - | - | - |
| 5.00 | 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) | 1,005 | Cubic Metre | - | - | - | - | - | - | - | - | - | - | - | - |
| 6.00 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate | 501 | Square Metre | - | - | - | - | - | - | - | - | - | - | - | - |
| 7.00 | 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) | 1,642 | Square Metre | - | - | - | - | - | - | - | - | - | - | - | - |
| 8.00 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Note : 1) Excess/less cement used than specified in this item is payable/ recoverable separately.All works upto plinth level: M-10 grade plain cement concrete (cement content considered @ 220 kg/cum). | 368 | Cubic Metre | - | - | - | - | - | - | - | - | - | - | - | - |
| 9.00 | Providing and laying RMC of M-30 grade By using 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 20 mm nominal size in appropriate proportion as per approved design criteria including transportation and pumping of RMC from transit mixer to site of laying including cost of admixture in recommended proportion as per IS9103 to accelerate/ retard setting of concrete, improve workability with out impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibrators, leveling to required slope & camber, finishing by floating & brooming with wire brushes etc. and curing including making provision for contraction/ expansion, construction of cross/ longitudinal joints of size 10 mm wide 50 mm deep by groove cutting machine, providing and filling joints with approved joint filler and sealants, etc. complete, as per direction of Engineer-charge (Cost of joint filler & sealants shall be paid for separately under relevant items). | 766 | Cubic Metre | - | - | - | - | - | - | - | - | - | - | - | - |
| 10.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars | 471 | Kilo Gram | - | - | - | - | - | - | - | - | - | - | - | - |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
3 Jan 2020, 3:00 pmClosed
EXECUTIVE ENGINEER CD-VIII
OFFICE OF THE EXECUTIVE ENGINEER CD-VIII IFC DEPTT. SECTOR 15 ROHINI DELHI
Construction of road bearing Kh. No. 142/89,90 and 142/40,41 at village Kanjhawala in Distt. N/W.
2019_IFC_186365_1
EE/CD-VIII/NIT/2019-20/76
Open Tender
Civil Works
Item Rate
180 days
DELHI
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹3.4 L
3 Jan 2020
24 Dec 2019
3 Jan 2020
24 Dec 2019
3 Jan 2020
24 Dec 2019
Amount
Supply of earth by mechanical transport including excavating 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 rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions with all mechanical lead and lift including royalty. All kinds of soil.
Supply of building rubbish/malba/similar unserviceable material dimantled or waste material by mechanical transport including royality loading banking the same in layers not exceeding 20cm in depth, braking clods watering rolling each layer with 1/2 tonne roller or wooden or steel rammers and up embankments for roads, flood banks, marginal banks and fulde or filling up ground depression, with all leads & all lifts.
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 of bottoms, 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 : 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)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand)
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Note : 1) Excess/less cement used than specified in this item is payable/ recoverable separately.All works upto plinth level: M-10 grade plain cement concrete (cement content considered @ 220 kg/cum).
Providing and laying RMC of M-30 grade By using 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 20 mm nominal size in appropriate proportion as per approved design criteria including transportation and pumping of RMC from transit mixer to site of laying including cost of admixture in recommended proportion as per IS9103 to accelerate/ retard setting of concrete, improve workability with out impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibrators, leveling to required slope & camber, finishing by floating & brooming with wire brushes etc. and curing including making provision for contraction/ expansion, construction of cross/ longitudinal joints of size 10 mm wide 50 mm deep by groove cutting machine, providing and filling joints with approved joint filler and sealants, etc. complete, as per direction of Engineer-charge (Cost of joint filler & sealants shall be paid for separately under relevant items).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars
Providing and fixing stone slab 40mm thick over drains in cement mortar 1:6 (1 cement : fine sand
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.
ASHOK BUILDERS
R K Enterprises
Kundu Nirman
NITIN KUMAR SHARMA
sunrise construction company
NARENDER KUMAR
Jindal Builders
I K CHOUDHARY
VINOD KUMAR AND CO
KHATRI CONSTRUCTION COMPANY
R.K.Barwa and Sons
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