Tender For Construction Of Bridge Along With Approach, Additional Approach & Protection Work Over River Nathmalpur To Firozabad Village Road Village In Distt. Saharanpur
Tender Value
10.36 Crore
Estimated cost
Bid Submission
06 Aug 2026
5 days left
EMD
24.47 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Saharanpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Bridge Along With Approach, Additional Approach & Protection Work Over River Nathmalpur To Firozabad Village Road Village In Distt. Saharanpur
BOQ
| Sl. No. | Item Description |
| 1 | FOUNDATION |
| 2 | Providing and construction Temporary Island 24m diameter for Construction of Well Foundation. Making of Island (1m) |
| 3 | Providing and constructing on span service road to reach island location from one pier location to another pier location. Service road (Season-1) |
| 4 | Providing and constructing on span service road to reach island location from one pier location to another pier location. Service road (Season-2) |
| 5 | Providing and laying Cutting edge of Mild Steel weighing 40 Kg per meter for well foundation complete complete as per Drawing and technical specifications. Cutting Edge |
| 6 | Reinforced Cement Concrete in Well Foundation complete as per Drawing and Technical Specifications. RCC in Well Curb |
| 7 | Reinforced Cement Concrete in Well Foundation complete as per Drawing and Technical Specifications. RCC in Well Steining |
| 8 | Reinforced Cement Concrete in Well Foundation complete as per Drawing and Technical Specifications. RCC in False Steining |
| 9 | Plain Cement Concrete in Well Foundation complete as per Drawing and Technical Specifications. PCC in Bottom Plugging |
| 10 | Plain Cement Concrete in Well Foundation complete as per Drawing and Technical Specifications. Intermediate Plugging |
| 11 | Reinforced Cement Concrete in Well Foundation complete as per Drawing and Technical Specifications. Well Cap |
| 12 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Including straightening, cutting, bending, shifting to site, tying and placing in positionHYSD bar reinforcement |
| 13 | Sinking of well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Sinking |
| 14 | 0M - 3M |
| 15 | 3M - 10M |
| 16 | 10M - 20M |
| 17 | 20M - 30M |
| 18 | Negative Sinking |
| 19 | Sand Filling in Wells complete as per Drawing and Technical Specifications. |
| 20 | SUB-STRUCTURE |
| 21 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC using batching plant transit mixer & Concrete pump including cost of Material labour, machinery and Form work complete. Pier |
| 22 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC using batching plant transit mixer & Concrete pump including cost of Material labour, machinery and Form work complete. Abutment column |
| 23 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC using batching plant transit mixer & Concrete pump including cost of Material labour, machinery and Form work complete. Pier Cap |
| 24 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC using batching plant transit mixer & Concrete pump including cost of Material labour, machinery and Form work complete. Top Beam |
| 25 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC using batching plant transit mixer & Concrete pump including cost of Material labour, machinery and Form work complete. Pedestal |
| 26 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC using batching plant transit mixer & Concrete pump including cost of Material labour, machinery and Form work complete. Seismic Arrester |
| 27 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC using batching plant transit mixer & Concrete pump including cost of Material labour, machinery and Form work complete. Back Wall, Wing Wall & Parapet Wall |
| 28 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. Including straightening, cutting, bending, shifting to site, tying and placing in position |
| 29 | 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 drawing and approved Technical Specifications. POT PTFE Bearing |
| 30 | SUPER-STRUCTURE |
| 31 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. including cost of Material labour, machinery T & P and Form work complete.PSC Main Beam |
| 32 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. including cost of Material labour, machinery T & P and Form work complete. RCC in Deck Slab |
| 33 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. including cost of Material labour, machinery T & P and Form work complete. RCC in Cross Beam |
| 34 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. including cost of Material labour, machinery T & P and Form work complete. RCC in Footpath |
| 35 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified RCC Crash Barrier |
| 36 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications HYSD in super str. Including straightening, cutting, bending, shifting to site, tying and placing in position |
| 37 | High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting, T & P and Labour complete as per drawing and Technical Specifications High Tensile Strand/Wires |
| 38 | Providing and laying Cement concrete wearing coat including reinforcement complete as per drawing and Technical Specifications. Wearing Coat |
| 39 | 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. Strip Seal Expansion joint |
| 40 | Supply and Fixing Drainage Spouts including Corrosion resistant Structural steel, G.I. Pipe 100mm, Galvanised MS flate clamp T&P and Labour complete as per drawing and Technical specification Drainage Spout |
| 41 | PCC levelling course below approach slab including cost of Material labour, machinery T & P and Form work complete as per drawing and Technical specification Approach Slab Lean |
| 42 | Reinforced cement concrete Approach Slab including reinforcement and formwork complete as per drawing and Technical specification Approach Slab (Main) |
| 43 | Fixing of 65mm GI Pipe in crash Barrier of the chair of MS Plate 12 mm Thick (20x20cm) embedded in concrete and MS Plate 12mm Thick (20x20) welded over the MS Plate. The Bottom Plate Properly anchored by 12mm TMT bars in the concrete complete Job. crash barrier pipe railing |
| 44 | Providing and applying 2 coats of water-based cement paint to unflustered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Including all material labour and T&P complete. Painting on Crash Barrier |
| 45 | APPROACH ROAD |
| 46 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 47 | Construction of Granular Sub-Base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 48 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 49 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per MoRT&H Specification. |
| 50 | Providing & applying tack coat with emusion V.G.-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom as per MoRT&H Specification. |
| 51 | Providing and laying Dense graded Bituminous Macadam with higher capacity batch type HMP using crushed 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 52 | Providing and laying Bituminous Concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 53 | ADDITIONAL APPROACH ROAD |
| 54 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 55 | Construction of Granular Sub-Base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 56 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 57 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per MoRT&H Specification. |
| 58 | Providing & applying tack coat with emusion V.G.-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom as per MoRT&H Specification. |
| 59 | Providing and laying Dense graded Bituminous Macadam with higher capacity batch type HMP using crushed 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 60 | Providing and laying Bituminous Concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 61 | PROTECTION WORK |
| 62 | Excavation in foundation in ordinary soil (Loam, clay & sand) including lift upto 1.50 m and lead up to 30 M and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the side of foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30 M. as per PWD schedule. (S.I. No. 251(a) |
| 63 | Cement concrete 1:4:8 mix with stone aggregates 40mm nominal size mecahnically mixed and vibrated in foundation upto a depth of 1.50M below ground level and 1.50 m above ground level/bed level as per PWD schedule. (S.I. No. 281) |
| 64 | R.R. Stone massonary work in cement & coarse sand mortar 1:4 in Sub structure complete as per drawing and as per MoRT&H Specification. |
| 65 | 40mm thick 1:2:4 plain cement concrete in flooring without base concrete (as per P.W.D. schedule S.I. No. 605) |
| 66 | Providing & laying filter media underneath pitching in slopes complete as per drawing and as per MoRT&H Specification. |
| 67 | Providing and laying pitching on slopes laid over prepaired filter media including boulder apron laid dry infront of toe of embankment complete as per MoRT&H Specification. |
| 68 | Construction of K.C. drain Taking quantity for 1RM construction of K.C. drain, by supply and fixing of precast kerb stones of size 20 cms. Width at bottom, 12 cm. on top overall 38 cm. height of M-15 C.C. as per drawing ^ technical specification. |
| 69 | Construction of Chute Drain |
| 70 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 |
| 71 | Providing and Laying of hot applied THERMOPLASTIC COMPOUND 2.50 mm thick including reflectorising glass bedgs @ 250 gms per sqm area.(PWD SOR P-58) |
| 72 | Suppling and instalation of DELINATORS (Road way indicators) (PWD SOR P-60) |
| 73 | Providing & Fixing of REFLECTIVE SIGNS with a corrosion resistant 4 mm thick aluminium composite panel face to be fully covered (PWD SOR P-60) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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