Tender For Demolishing And Reconstruction Of Culvert At Rd 1722 M On Kirari Sulaman Nagar Drain Nangloi Najafgarh Road. 2Nd Call
Tender Value
2.35 Crore
Estimated cost
Bid Submission
14 Sep 2026
4 days left
EMD
4.71 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
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Demolishing And Reconstruction Of Culvert At Rd 1722 M On Kirari Sulaman Nagar Drain Nangloi Najafgarh Road. 2Nd Call
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing 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 (including equivalent design mix) |
| 2 | 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.In cement mortar |
| 3 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 4 | Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-incharge: Rectangular manhole 120x90 cm and 90 cm deep |
| 5 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge :bituminous road |
| 6 | Construction, maintenance of cross bundles of earth filled E.C. Bags at the working area of culverts including protection work length in thedrain and to continuously pumping out the standing drain water/rain water/water coming from nearby houses/sludge/sewage entering tinto the drain from all possible sources incluidng surface as well as sub surface to keep the pockedts dry for satisfactory execution of work along the drain and removal of cross bundles. |
| 7 | 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. All kinds of soil |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns |
| 9 | Centering and shuttering including strutting, propping etc. and removalof form for :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Suspended floors, roofs, landings, balconies and accessplatform |
| 11 | 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. All works upto plinth level : Concrete of M10 grade with minimum cement content of 220 kg /cum (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.) |
| 12 | 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. All works upto plinth level : Concrete of M15 grade with minimum cement content of 240 kg /cum.(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.) |
| 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. All works upto plinth level Concrete of M35 grade with minimum cement content of 370 kg /cum (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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.) |
| 14 | 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. |
| 15 | Providing & Fixing drainage spouts which 80 dia G.I. Pies in deck slab as per drawing & Direction of Engineer-in-Charge. |
| 16 | Providing & fixing expansion joint as per drawing and design in deck slab of Road Bridge and instruction of Engineer-in-charge. |
| 17 | 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 and for all lift. |
| 18 | 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) |
| 19 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) |
| 20 | Providing & fixing hard drawn sheet wire mesh fabric 75x25mm of weight not less than 7.75kg/sqm fixed (welded) on frame of angle iron 50x50x6mm and T-iron 50x50x6mm with flat iron of size 20x5mm including cutting welding, hoisting and fixing in position with M.S. flat clamps of size 50x6mm of 1.15m length with nuts and bolts with existing RCC railing and applying a priming coat of steel primer of approved brand and manufacture etc. complete as per drawing and direction of Engineer-in-charge. |
| 21 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 22 | Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : Medium shade pigment using 50% white cement, 50% ordinary cement |
| 23 | Supplying, Stacking and dumping of hard stone of size more than 22.5cm thick for stone approx u/s and d/s of box culvert. |
| 24 | 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : Moorum |
| 25 | 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : Stone aggregate 20 mm nominal size |
| 26 | 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : Stone aggregate 40 mm nominal size |
| 27 | 75mm thick flat dry brick flooring with FPS bricks of class designation 75 on a bed of 12mm mud mortar including filling joints with Jamuna sand. |
| 28 | Providing and laying hydraulically pressed CC tiles 300x300x50mm thick 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) in single layer only over 5mm thick mortar 10mm thick joints of cement mortar 1:3 (1 cement : 3 coarse sand) to be laid over 15mm cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough. |
| 29 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) |
| 30 | Providing and laying RMC of M-25 grade by using minimum 330 Kg. of cement (43 grade OPC) per Cum of concrete in roads/streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportion as per approved design criteria including transportation to site in transit mixer, including cost of concrete to improve workability wit out impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibrators, leveling to required slops and camber, finishing by contractor/ expansion, construction of cross/ longitudinal joints with approved joints filler and sealants, etc. complete as per direction of Engineer-in-charge(cost of joint filler & sealants shall be paid for separately under relevant item).Note : The cement considered In RMC M-25 is 330Kg/Cum. If any deviation in quantity on lower side is observed subject to approval of Job Mix formula by engineer-in-charge, a recovery of cement @ Rs. 10 per Kg. will be deducted. RMC M-25 with cement content less than 300 KG/cum shall be rejected. Excess cement used more than 330 kg/cum will not be paid). |
| 31 | Providing & Fixing weep holes and pipe in footpath of 110mm dia PVC (Heavy Duty) pipe as per drawing & Direction of Engineer-in-Charge. |
| 32 | Supply and installation of MS pipe with 750 Micorn PU coating internally and 250 micron anti corrosive bituminous paint externally with a tolerance of 6\\" in gradient by trenchless technology method at an average depth of 5 mtrs below the road level including excavation & filling of pits, dewatering arrangements, supporting systems for soil, including the approval from the concerned department. The firm will also supply the test certificate w.r.t M.S. Pipe, design of PU coating etc. The work also involves under ground mapping of services, welding, barricading, installation of flickering lights etc, clearing site in all respects connection along with the site of drawing showing work complete in all respect.The rate includes all labour, material, Tools & Plants, machinaries, consumables, welding, carriage, shifting, work at any level, scaffolding, coating, primer, painting, testing & hydrotesting, all lead and lift, excavation, backfilling, dewatering, restoration, barricading, support for soil, disposal of excavated earth to any lead, interconnection with existing line during shutdown, including extra labour, machinery, tools & plant required for shutdown etc. complete in all respect and as per the direction of Engineer-in-charge. Nothing extra shall be paid on this account to complete the job.750 mm dia ( 10mm thick)Road Xing |
| 33 | Pumping out water by deploying (below mention pumps) I/c. Disposal of pumped water for any lift into drain.(The rate includes all labour, material, Tools & Plants, work at any level, scaffolding etc. complete in all respect and as per the direction of Engineer-in- charge. Nothing extra shall be paid on this account to complete the job.) Submersible pump/Diesel pump of discharge capacity Tractor Pump |
| 34 | Removing of obstructions/slush, silt etc. from the drain in or under water and liquid mud from the existing Nallah upto bed level including disposal of removed material within a manual lead of 50 mtr and lift upto 1.50 Mt. including working in or under water and under foul condition as per site conditions for satisfactory work as per direction of Engineer-in-charge. |
| 35 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 36 | Designing providing installing temporary, removable retaining structure using steel piles/soldier piles/H. beams with water beams, hard wood wooden lagging of desired thickness, M.S. clamps or other suitable arrangement etc. strutting shoring or using anchore for all lead, lift and depth including boring holes for soldier piles/strutting structural members up to required depths and dia& filling holes as per approved structural design & drawing to required depth. The solider piles shall be embedded below founding level as per approved earth retaining structure design/ drawings conforming to relevant BIS codes and other relevant retaining structure shall be taken out after completion of raft & retaining walls. The work shall be carried out as per approved structure design, drawings and in co-ordination with other structural/ architectural drawings: The rate shall be inclusive of mobilisation, operation of machineries, equipment's tools, tackles design, re-design drawings and other incidentals to the item of work complete to the satisfaction of Engineer-in-charge. |
| 37 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg I sqm |
| 38 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 39 | 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. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysSep 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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