Tender For Deposit Work For Reconstruction Of Nallah. S.H. Reconstruction Of Damaged Portion Of Covered Nallah At Drdo Complex, Sarojini Nagar, New Delhi
Tender Value
12.49 Crore
Estimated cost
Bid Submission
25 Nov 2026
12 days left
EMD
22.49 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
New Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Deposit Work For Reconstruction Of Nallah. S.H. Reconstruction Of Damaged Portion Of Covered Nallah At Drdo Complex, Sarojini Nagar, New Delhi
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulicexcavator)/manual means over areas (exceeding 30cm in depth,1.5 m in width as well as 10 sqm on plan) including getting outand disposal of excavated earth lead upto 50m and for all lift, asdirected by Engineer-in-charge (a) All kinds of soil |
| 2 | Open timbering over areas including strutting, shoring etc.complete. (Measurements to be taken of the face area timbered): Depth not exceeding 1.5 m |
| 3 | Open timbering over areas including strutting, shoring etc.complete. (Measurements to be taken of the face area timbered): Depth exceeding 1.5 m but not exceeding 3 m |
| 4 | Open timbering over areas including strutting, shoring etc.complete. (Measurements to be taken of the face area timbered): Depth exceeding 3 m but not exceeding 4.5 m |
| 5 | Open timbering over areas including strutting, shoring etc.complete. (Measurements to be taken of the face area timbered): Depth exceeding 4.5 m but not exceeding 6.0 m |
| 6 | Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as perdirection of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 7 | Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as perdirection of Engineer - in - charge. Nominal concrete 1:4:8 orleaner mix (i/c equivalent design mix) |
| 8 | Filling available excavated earth (excluding rock) in trenches,plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming andwatering, lead up to 50 m and for all lift |
| 9 | Clearing grass and removal of the rubbish upto a distance of 50m outside the periphery of the area cleared. |
| 10 | Structural steel work in single section, fixed with or withoutconnecting plate, including cutting, hoisting, fixing in positionand applying a priming coat of approved steel primer allcomplete. |
| 11 | Providing and fixing hard drawn steel wire fabric of size 75 x25mm mesh or other suitable size wire mesh to be fixed & firmlyanchored to the concrete surface by means of \\"L\\" shaped mildsteel shear key welded with existing reinforcement including thecost of materials, labour, tool & plants as approved by Engineerin-charge. |
| 12 | Providing sand stone slab for roofing and laying over woodenkarries or R.C.C. battens or structural steel sections (Karries orbattens or structural steel sections to be paid separately),including pointing the ceiling joints with cement mortar 1:3 (1cement : 3 fine sand ) complete : Red sand stone slab 40 to 50 |
| 13 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Concrete of M35 grade with minimum cement content of 370 kg /cum & excess less cement used as per design mix is not payable separately. All works upto plinth level |
| 14 | 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: Concrete of M20 grade with minimum cement content of 270 kg /cum & excess cement used as per design mix is not payable separately. All works upto plinth level : |
| 15 | 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: Concrete of M15 grade with minimum cement content of 240 kg /cum & excess cement used as per design mix is not payable separately. All works upto plinth level : |
| 16 | Extra for laying reinforced cement concrete in or under foul positions. |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (a) Thermo Machanically treated bars of grade FE 500 D or more. |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns, etc. for mass concrete |
| 19 | 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. |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Suspended floors, roofs, landings, balconies and access platform |
| 21 | Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineering-in-charge20mm dia & 300mm length |
| 22 | Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineering-in-charge20mm dia & 400mm length |
| 23 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 24 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials. (a) Ordinary or hard rock |
| 25 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:(a) Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 26 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.(a) In cement mortar |
| 27 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Electric resistance or induction butt welded tubes |
| 28 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 29 | Open timbering over areas including strutting, shoring etc.complete. (Measurements to be taken of the face area timbered): (a) Old Steel |
| 30 | Open timbering over areas including strutting, shoring etc.complete. (Measurements to be taken of the face area timbered): (b) Old Brick |
| 31 | Open timbering over areas including strutting, shoring etc.complete. (Measurements to be taken of the face area timbered): (c) Brick bats Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysNov 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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