Tender For Tyabdsub Work:- Demolishing And Re-Construction Of Single Lane Bridge At Rd 7750 (Eidgah Bridge) Rd 7500 (Kabristan Bridge) Of Trunk Drain No 1.
Tender Value
3.16 Crore
Estimated cost
Bid Submission
01 Oct 2026
6 days left
EMD
6.32 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 Tyabdsub Work:- Demolishing And Re-Construction Of Single Lane Bridge At Rd 7750 (Eidgah Bridge) Rd 7500 (Kabristan Bridge) Of Trunk Drain No 1.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-Sep-2026 | TENDER EXTEND | Date | 01-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. |
| 2 | 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. |
| 3 | 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 |
| 4 | \\"Disposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-Charge.Note - Item to be applicable in urban areas having directions for restricted hours for movement/plying of load carriying motor vehicle of 3.5 cum or more.\\" |
| 5 | Construction, maintenance and subsequent removal of earthen bundies including cost of excavation earth filling of E.C. bags with earth, stitching and placing in position for care and diversion of all kinds of water entering or flowing in the drain and pumping out surface as well as under ground seepage water to keep the construction area completely dry during execution of entire work including its execution of work in or under water and or liquid mud wherever required complete. |
| 6 | 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 10m sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil |
| 7 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. Extra for 3rd additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil.(51.25x4=207.00) |
| 8 | Extra for 4th additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil. |
| 9 | Extra for 5th additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil. |
| 10 | 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.M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) |
| 11 | M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) |
| 12 | Concrete of M25grade with minimun cement content of 300kg /cum |
| 13 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforeced cement concrete work using coarse cement and the 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 wokability without impairing strength : including pumping of concrete tosite of laying curing , carriage for all leads : but excluding the cost of centering shuttering finishing and reinforcement as per direction of th 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 sepatately . In case the cement content in desing mix is more than 110% of the specified minimum cement content the contractor shall have discretion to either re-design the mix of bear the cost of extra cement. All Works above plinth upto floor V Level. Concrete of M-35 grade wiht minimum cement content of 370 Kg/Cum. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete |
| 15 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 16 | Suspended floors, roofs, landings, balconies and access platform |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 18 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) |
| 19 | Providing and fixing PVC Pipe for weep holes/under footpath of 100 mm dia with PVC heavy duty pipe as per drawing & direction of Engineer-in-charge. |
| 20 | Providing and fixing 100 mm dia G.I. drainage spouts as per details given in the complete as per drawing |
| 21 | 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. |
| 22 | 75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :Sand / moorum |
| 23 | Stone aggregate 20 mm nominal size |
| 24 | Stone aggregate 40 mm nominal size |
| 25 | Providing and fixing on side slope of drain or near ground level factory made RCC pavement slab of M- 30 grade of size 450x450x50 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side, including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:5 (1 cement : 5 coarse sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-charge. |
| 26 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 27 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade. |
| 28 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 29 | 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) |
| 30 | Disposal of desilted earth/silt from the drain (including working in foul condition) by mechanical/manual means, as per direction of Engineer-in-charge with all lead, Lift upto 10 km. The rate include Loading, Unloading, T&P, Taxes, Penalty, Challan impose by goverment agency etc. complete. |
| 31 | 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 : |
| 32 | 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 PMB-40 @ 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 |
| 33 | Supplying and stacking at site. 90 mm to 45 mm size stone aggregate |
| 34 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 35 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand). |
| 36 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) |
| 37 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 38 | Providing thematic painting work on outer face of Existing boundary wall of Trunk drain No. 1 depicting theme of nature/culture by using exterior weather proof emulsion paint i/c design charges etc complete. |
| 39 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 40 | Providing and applying two coats, for anti corrosive treatment of reinforcement bars, of 'Corrosion Inhibitor Solution' of approved quality and manufacture (manufacture having valid license from CECRI, (Pattern No.109784/67), Kodailanal, Tamilnadu) including making slurry of cement by adding inhibitor solution to Ordinary Portland Cement in the ratio of 0.6:1 (i.e., 600 cc of inhibitor: 1Kg of Cement) or as specified by the manufacture, applying first coat of slurry uniformly on surface of reinforcement steel bars by brushing or dipping in shaded area and removing rust and iron oxide remnants etc. from the bars using iron brush before applying the slurry and drying the coated bars on drying platform from 12-24 hours before cutting and bending and then applying second coat in the ration of 0.45 : (i.e. 450 cc of Inhibitor : 1 kg of cement) and drying in the same manner before placing in position. |
| 41 | Deployment of pump for dewatering of side drain including hiring charges of pump cost of shifting of pump as and where, as and when required, cost of POL, T&P cost of labour charges for operation of pump, including cost of diesel, etc. completes as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 22, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 01, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 daysOct 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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