Airports Authority Of India has published Construction Of Stormwater Drain In Side Of Operational Area At Gaya Airport , Gaya Construction Of Storm Water Drain In Side Of Operational Area At Gaya Airport , Gaya. Submission Date for this Tender is 06-02-2020. Drainage Tenders in Gaya Airport Gaya Bihar. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Stormwater drain in side of operational area at Gaya Airport, Gaya. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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.(a) All kinds of soil. | BOQ Item no 1 | 7486 | cum |
| 2 | 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | BOQ Item no 2 | 2246 | cum |
| 3 | 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete | BOQ Item no 3 | 588 | cum |
| 4 | 4 | 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) :\n 8 graded stone aggregate 40 mm nominal size) | BOQ Item no 4 | 1460 | cum |
| 5 | 5 | 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 | BOQ Item no 5 | 4485 | sqm |
| 6 | 6 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | BOQ Item no 6 | 845 | cum |
| 7 | 7 | 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 | BOQ Item no 7 | 2446 | cum |
| 8 | 8 | 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. | BOQ Item no 8 | 153609 | kg |
| 9 | 9 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BOQ Item no 9 | 18020 | sqm |
| 10 | 10 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BOQ Item no 10 | 48 | sqm |
| 11 | 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | BOQ Item no 11 | 21 | cum |
| 12 | 12 | 12 mm cement plaster finished with a floating coat of neat cement of\nmix : 1:3 (1 cement: 3 fine sand) | BOQ Item no 12 | 112 | sqm |
| 13 | 13 | Consultancy charges for providing detailed stractural design with cross-sectional area and drawings of RCC drain and Box culvert for Storm water drain based on rainfall data for the last 15 years and catchment area calculation, including carrying out soil test and vetting from IIT, NITor any Govt. Engineering Colleges. (3 sets of each approved drawings to be submitted to AAI.) | BOQ Item no 13 | 1 | Job |
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