Tender For Maintenance Of Various Sports Complexes/Golf Courses (A/R & Maintenance Of Of The Works At Qutub Golf Course For The Year 2026-27).Sub Head: Providing And Laying Cement Concrete Cart Path At Various Locations At Qutub Golf Course.Estimated, The Executive Engineer, Sd-1, Siri Fort Sports Com-Delhi
TDR : 55931224
Tender Notice
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The Executive Engineer, Sd-1, Siri Fort Sports Com
Delhi
Tender For Maintenance Of Various Sports Complexes/Golf Courses (A/R & maintenance of Of The Works At Qutub Golf Course For The Year 2026-27).Sub Head: Providing And Laying Cement Concrete Cart Path At Various Locations At Qutub Golf Course.Estimated
Name of Work:- Maintenance of various Sports Complexes/Golf Courses (A/R & MO of the works at Qutub Golf Course for the year 2026-27).Sub Head: Providing and Laying cement concrete cart path at various locations at Qutub Golf Course.Estimated Cost : Rs. 46,19,898/-
Sl. No.
Item Description
1
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. a. All kinds of soil
2
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level :a. Concrete of M10 grade with minimum cement content of 220 kg /cum
3
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.A. Thermo-Mechanically Treated bars of grade Fe-500D or more.
4
Centering and shuttering including strutting, propping etc. and removal of form for. Edges of slabs and breaks in floors and wallsa. Under 20 cm wide
5
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
6
Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade A sealing compound confirming to IS : 1834
7
Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, booming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).
8
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-iii (size range 26.5 mm to 0.075 mm) having CBR Value-20
9
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