Development Of Land At Sector G2-G6 , Narela Sub City Construction Of Peripheral S . W . Drains And Culverts In Sector G2-G6 , Narela . ( Part-1 )
Tender Value
88.77 Crore
Estimated cost
Bid Submission
09 Dec 2019
0 days left
EMD
98.77 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
PITAMPURA → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Development Of Land At Sector G2-G6 , Narela Sub City Construction Of Peripheral S . W . Drains And Culverts In Sector G2-G6 , Narela . ( Part-1 )
BOQ
| Name of Work:D/O Land at Sector G2-G6, Narela Sub citySH: Construction of Peripheral S.W. drains and culverts inSector G2-G6, Narela. (Part-1) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over\nareas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting\nout and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by\nEngineer-in-charge.\nAll kinds of soil | BI01010001010000000000000515BI0100001113 | 142308 | Cum |
| 2 | 2 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or\nstacked materials.\nAll kinds of soil | BI01010001010000000000000515BI0100001114 | 46456 | Cum |
| 3 | 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc.\nin layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and\nwatering, lead up to 50 m and lift upto 1.5 m. | BI01010001010000000000000515BI0100001115 | 35577 | Cum |
| 4 | 4 | Providing and laying in position cement concrete of specified grade excluding the cost of\ncentring and shuttering - All work upto plinth level \n(a) 1:5:10 (1 Cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal\nsize) | BI01010001010000000000000515BI0100001116 | 4667 | Cum |
| 5 | 4.1 | (b) 1:2:4 (1 Cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal\nsize) | BI01010001010000000000000515BI0100001117 | 1619 | Cum |
| 6 | 5 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement\nconcrete work, using cement content as per approved design mix, manufactured in fully\nautomatic batching plant and transported to site of work in transit mixer for all leads, having\ncontinuous agitated mixer, manufactured as per mix design of specified grade for reinforced\ncement concrete work, including pumping of R.M.C. from transit mixer to site of laying,\nexcluding the cost of centering, shuttering finishing and reinforcement, including cost of\nadmixture in recommended proportions as per IS : 9103 to accelerate/ retard setting of\nconcrete, improve workability without impairing strength and durability as per direction of\nthe Engineer-in-charge.\n(Note: Cement content considered in this item is @ 330 kg/cum. Excess cement used as\nper design mix is not payable.)\nAll works upto plinth level | BI01010001010000000000000515BI0100001118 | 36127 | Cum |
| 7 | 6 | Extra for providing richer mixes at all floor levels.\nProviding M-30 grade concrete instead of M-25 grade BMC/RMC. | BI01010001010000000000000515BI0100001119 | 250 | Cum |
| 8 | 7 | Centering and shuttering including strutting, propping etc. and removal of form work for :\n(a) Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001120 | 9106 | sqm |
| 9 | 7.1 | (b) Retaining walls, return walls, walls (any thickness) including attached pilasters,\nbuttresses, plinth and string courses fillets, kerbs and steps etc. | BI01010001010000000000000515BI0100001121 | 236879 | sqm |
| 10 | 7.2 | (c) Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001122 | 29917 | sqm |
| 11 | 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in\nposition and binding all complete up to plinth level.\nThermo-Mechanically Treated bars of grade Fe-500D or more. | BI01010001010000000000000515BI0100001123 | 3.97397e+06 | Kg |
| 12 | 9 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per\nIS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as\n23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum\n112 mm space between protruded legs having 2 mm tread on top surface by ribbing or\nchequering besides necessary and adequate anchoring projections on tail length on 138 mm as\nper standard drawing and suitable to with stand the bend test and chemical resistance test as\nper specifications and having manufacture's permanent identification mark to be visible even\nafter fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1\ncement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) complete as per design. | BI01010001010000000000000515BI0100001124 | 1348 | No. |
| 13 | 10 | Neat cement punning | BI01010001010000000000000515BI0100001125 | 32377 | sqm |
| 14 | 11 | Providing and placing in position 100 mm thick factory made machine batched & machine\nmixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade\ncement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8\nmm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement\npunning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide\nMS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet\nand providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling\nat site etc. all complete asper direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001126 | 2855 | sqm |
| 15 | 12 | Preparing and submitting structural design of different cross-sections of SW drains (RCC box\ndrain) and culverts as per hydraulic sections approved by MCD and site conditions as per\nrelevant BIS codes i/c Design calculations, Structural drawing (5sets of drawing) i/c one soft\ncopy in AutoCAD dwg format and all duly vetted from the IIT/Delhi or Roorkee, Delhi\nTechnical University or equivalent complete as per the directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001127 | 1 | Job |
AI Tender Summary
Tender Timeline
Nov 25, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 09, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 10, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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