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Tender For 4711- Other Drainage Works. . Sub-Work:-Construction Of Road And Side Drains From Rd. 9980M (Badli Bridge) To Rd. 10540M (Near Pancham Sweet Chowk) On The Left Bank Of Supplementary Drain In Distt. North., delhi-Delhi

Irrigation And Flood Control Department-IFCD has published Tender For 4711- Other Drainage Works. . Sub-Work:-Construction Of Road And Side Drains From Rd. 9980M (Badli Bridge) To Rd. 10540M (Near Pancham Sweet Chowk) On The Left Bank Of Supplementary Drain In Distt. North.. Submission Date for this Tender is 27-02-2024. Road Work Tenders in delhi Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

42398687
Tender For 4711- Other Drainage Works. . Sub-Work:-Construction Of Road And Side Drains From Rd. 9980M (Badli Bridge) To Rd. 10540M (Near Pancham Sweet Chowk) On The Left Bank Of Supplementary Drain In Distt. North.
Open Tender
Indian
Delhi
delhi
27-02-2024

Tender Details

Tender For 4711- Other Drainage Works. . Sub-Work:-Construction Of Road And Side Drains From Rd. 9980M ( Badli Bridge ) To Rd. 10540M ( Near Pancham Sweet Chowk ) On The Left Bank Of Supplementary Drain In Distt. North.

Key Value

Document Fees
Refer document
EMD
INR 661650.0 /-
Tender Value
INR 3.30 Crore /-

BOQ Items

Name of Work:- 4711- Other Drainage Works. . Sub-work:-Construction of road and side drains from RD. 9980m (Badli Bridge) to RD. 10540m (Near Pancham Sweet Chowk) on the left bank of Supplementary drain in Distt. North.
Sl. No. Item Description
1Demolishing 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).
2Earth 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.
3Providing and laying cement concrete pavement of M-10 with ready mixed concrete from batching plant of reputed cement manufacture and to the site of work in transit mixer having continucus agitated mixer, manufacture as per mixed design of M-10 grade of cement concrete work including pumping of RMC from transit mixer to site. Placing in required camber compusory with plate / screed vibrator, with wire brush etc. and curing including cost admixer in recommended proportions as per IS : 9103 to accelerate / retar setting of concrete. Improve workabitly without impairing strength and durability as per specification and direction of Engineer-In-Charge. Note:-1. Less cement used than specified in this item is recocerable separately. M-10 grade plain cement concrete by using 220 Kg of cement per cum of concrete.
4Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete
5Hiring and Running charges of JCB (3D) with fuel and operator where ever required on Direction of the Engineer-In-Charge
6Providing and laying in position ready mixed plain cement concrete, using fly ash and 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) Less cement used than specified in this item is recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS : 456. Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC. All works upto plinth level: M-15 grade plain cement concrete (cement content considered @ 240 kg/cum).
7Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 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.
8Steel 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.
9Providing and fixing factory made 100mm thick perforated precast RCC drain covers, having concrete of strength not less than M-25, of size as per site requirement, reinforced with 8mm dia @ 100mm centreto centre in both directions, T.M.T. hoop bars, including providing 50mm dia perforations @ 100 to 125mm c/c including providing edge binding with M.S. Flats of size 100mm x 1.6mm complete, all as per direction of Engineer-in-charge.
10Construction 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
11Providing and laying (RMC) of M-30 grade by using minimum400 kg of cement ( 43 grade O.P.C) per cum of concrete, in roads/streets using manufactured in automatic RMC using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate as per approved design criteria, including transportation to site in transit mixer, including cost ofso mixturein recommended proportion as per IS 9103 to accelerates / retard setting of concrete to improve workability with out impairing strength and durability as per specification including spreading and compacting mechanically using needle and surface vibrators, leveling to required slope & camber, finishing by floating & broomingwith wire brushes etc and curing including making provision for contraction expansionconstruction of cross longitudinal joints (10mm wide x 50 mm deep) by groovecutting machine providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer in- charge ( Cost of joint filler & sealants shall be paid for separately under relevant items )./ Note cement content considered in M-30 is @ 400kg/cum.less cement used as per design mix is / Recovery separately M-30 RMC by using minimum cement@ 400 KG/Cum cement manufactured in automatic batching plant ( RMC plant ) including transportation to site in transit mixture
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