Tender for Tender for Lot No 01 Construction Of 3 Lane Bridge At Km. 2.700 Of Hawaliya Drain In District Gautambudhnagar
Tender Value
5.92 Crore
Estimated cost
Bid Submission
29 Jul 2026
2 days left
EMD
11.90 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Lot No 01 Construction Of 3 Lane Bridge At Km. 2.700 Of Hawaliya Drain In District Gautambudhnagar
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means) / in manual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | 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 |
| 3 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-35 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall bemeasured up to bottom of pile cap).Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used 20.2A.4 -1200 mm dia pile |
| 4 | 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 |
| 5 | 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 above plinth level Concrete of M35 grade with minimum cement content of 370 kg /cum |
| 6 | Centering and shuttering including strutting, propping etc. and removal of from for Foundations, footings including all cost of material labour T&P etc require for completion of work. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of from for Abutments, Posts and Struts including all cost of material labour T&P etc require for completion of work. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of from for Suspended floors, roofs, landings, including all cost of material labour T&P etc require for completion of work. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of from for beams, plinth beams, girders including all cost of material labour T&P etc require for completion of work. |
| 10 | 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 1S: 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: 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. Concrete of M50 grade with minimum cement content of 410 kg /cum 5.33.2.5 All works above plinth level -M-50 |
| 11 | High tensile steel wires/strands 19k13 for PSC Girder Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical specification. Wire & Strand for PSC Girder Providing external prestressing with high tensile steel wires. |
| 12 | 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 above plinth level .Concrete of M40 grade with minimum cement content of 390 kg /cum.Concrete in Superstructure (Deck Slab) |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete blow and above plinth level.as per drawing and technical specification Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 14 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per approved drawing and technical specifications. |
| 15 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation as per approved drawing& technical specifications. |
| 16 | Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using masticcooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over masticsurface, including cleaning the surface, removal of debris etc. All complete. (Considering bitumen using 10.2% as per MORTH specification).16.37.2 40 mm thick |
| 17 | Drainage Spouts complete as per MOST standard drawing and Technical specification and as per clause 2705 of specifications. |
| 18 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face Complete as per drawing and Technical specifications |
| 19 | Girder Launching including lifting and placing above Pier cap /abutment up to 20 meter height as per approved drawing and technical specifications, including all charges of T&p labour and other material require for complition of work . |
| 20 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer( Single pile upto 50 tonne Safe capacityf Engineer in charge.) Initial test (Test Load 2.5 times the Safe capacity) |
| 21 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer( Single pile upto 50 tonne Safe capacityf Engineer in charge.) Routine test (Test Load 1.5 times the Safe capacity) |
| 22 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer( Single pile upto 50 tonne Safe capacityf Engineer in charge.) Lateral (Test Load 1.5 times the Safe capacity) |
| 23 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78. 75 mm back filling for pitching including supplying of required materials and consolidation etc complete with 16.74.2 Stone Aggregate 20mm nominal Size,Stone Aggregate 40mm nominal Size |
| 24 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided behind entire surface after abutment, return wall and wing wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 25 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications . Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 26 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) |
| 27 | 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(Dismantling of Reinforced Concrete Pile head.(Pile Chipping) |
| 28 | Earth work in by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).The earth transporte avrage , lead of 10 km and for all lift (for subgrade) |
| 29 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 30 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density,complete as per specifications and directions of Engineer-in-Charge. |
| 31 | Providing and layingn primer coat with S S 1 grade bitumen emulson on prepared surface of granular base including clearing of road surface and spraying primer @0.70 kg/sqm using mechanical means. |
| 32 | Providing & applying tack coat on Granular surface treated with primer using emulson pressure distributer @ 0.25 kg per sqm on the prepared granular surface cleaned with Machenical Broom as per MORD technical specification Clause-503 |
| 33 | Providing, laying dense Graded bituminous macadam with 100-120 TPH batch Type HMP Producing an average output of 75 tonnes per hour using cruahed aggregates of specified grading , premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler , transporting the hot mix to work site , laying with a hydrostatic ,paver finisher with sensor control to the required grade . level and alignment , rolling with smooth wheelde, vibratory and tandem rollers to achieve the desired compactiom as per MORTH specification no. 507 complete in all respects. Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 34 | Providing and laying Bituminous concrete 40mm thick 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. |
| 35 | Providing and laying 1200 mm dia Non Pressure NP-3 class hume. pipes including collars/spigot jointed with stiff mixture of cement mortar of joints etc.for complition of work |
| 36 | Planting of Trees and there maintenance for one year (planting of trees by the road side(Avenue trees)in 0.60mtr dia holes ,1mtr deep dug in the ground ,mixing the soil with decayed farm yard/sludge mannure, planting the sapling, back filling the trench, watering,fixing the tree guard and maintaining the plants for one year. |
| 37 | Providing and laying of grass turf with earth 50mm to 60mm thickness on existing ground p[repered with proper level and ramming with require tool wooden and then rolling the surface with light rollar and light watering the same as per direction of Engineer in Charge |
| 38 | Taking out R.C.C. Hume pipe 1200 mm dia i/c labour, T&P etc, complete or as per I.D. Specification. |
| 39 | Providing & carrying out load test on bridge deck with simulated loading including provision, placing and removal of loading, supplying, fixing and removing deflection mesuring instruments etc., complete with platforms for fixing the instruments et., complete as per the details supplied and specification and as directed by Engineer and including submission of required results in triplicate after satisfactory completion of the load test as per IRC SP:51. |
| 40 | Earth work in cutting for removal of diversion by power tranported earth with a lead beyond 200m. and upto 1.00 Km. including excavation, loading, unloading, manual compaction, dressing and all lifts complete excluding royalty will be applicable from time to time on Govt. orders. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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