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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.2 LAccepted-Finance | ₹14.2 L | 1 | Accepted-Finance Accepted |
| 2 | 2₹15.5 L+₹1.3 L (9.12%)Accepted-Finance | ₹15.5 L+₹1.3 L (9.12%) | 2 | Accepted-Finance Accepted |
| 3 | 3₹15.8 L+₹1.6 L (11.1%)Accepted-Finance | ₹15.8 L+₹1.6 L (11.1%) | 3 | Accepted-Finance Accepted |
| 4 | 4₹17.0 L+₹2.8 L (19.6%)Accepted-Finance | ₹17.0 L+₹2.8 L (19.6%) | 4 | Accepted-Finance Accepted |
| 5 | 5₹17.0 L+₹2.8 L (19.7%)Accepted-Finance | ₹17.0 L+₹2.8 L (19.7%) | 5 | Accepted-Finance Accepted |
Tender Value
₹21.5 L
Closing Date
1 Mar 2021, 3:00 pmClosed
Executive Engineer, CD-VI
EE CD-VI Bharat Nagar Office Complex Delhi-52
Construction of RCC box culvert near Baba Gorakhnath Mandir D-Block, Gali No. 4, Nathupura near RD 1050 m in Burari Assembly Constituency.
2021_IFC_200414_1
EE/CD-VI/ACS-46/2020-21
Open Tender
Civil Works
Works
90 days
Delhi
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
Exempted
2 Mar 2021
22 Feb 2021
1 Mar 2021
22 Feb 2021
1 Mar 2021
22 Feb 2021
Amount
Construction of leak proof Roka / bundi to keep the working area free from standing water seepage water spring water and any other flow from out side of the area of working place including removing the same after completion of work
Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
Excavation of malba, silt, earth, debris, rubbish, slush etc. from the bed of drain by mechanical means(hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth and 1.50 m in width as well as 10.00 Sqm. on plan)including and disposed of excavated material leads upto 50.00m and lifts upto 1.5m, including excavation of work in or under water and or foul conditions
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil
Disposal of excavated material like weeds, garbage, polythene waste, sludge, malba slush etc. from site to Hiranki check post by mechanical transport with a lead of 8 Km. including loading unloading, complete as per direction of engineer In-Charge
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. 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 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
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)
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for
(a) Foundations, footings, bases of columns, etc. for mass concrete
(b) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
(c) Suspended floors, roofs, landings, balconies and access platform
Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints.
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 of grade Fe-500D or more.
Providing , cutting and placing in position PVC pipe 110 mm dia 0.30 Mtr. long in RCC wall and placing the filter 0.014 consisting of stone agg. 40 mm and 20 mm size stone aggregate in equal proportion filled in EC bags
SSK INFRATECH
Nitin Sharma
A.R.CONSTRUCTION
SANJAY KUMAR KHEMKA
ANIL KUMAR
DEVDUTT SHARMA
MS/APV INFRABUILD TECH
KAVINDER VEER SINGH
B S ENGINEERING
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