Tender For Reconstruction Of The Damaged And Dilapidated Bridge At Km 1+250 On The Nawabganj–Jelchungi Road In Saharanpur District.
Tender Value
4.44 Crore
Estimated cost
Bid Submission
12 Nov 2026
4 days left
EMD
24.20 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
Saharanpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Reconstruction Of The Damaged And Dilapidated Bridge At Km 1+250 On The Nawabganj–Jelchungi Road In Saharanpur District.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). (S.I. No. 692) |
| 2 | Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). (S.I. No. 694) |
| 3 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 4 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Mechanical Means (Up to 3.0 M.) |
| 5 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Mechanical Means (3.0 to 6.0 M.) |
| 6 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Mechanical Means (Above 6.0 M.) |
| 7 | Levelling course for Pile cap Providing and laying of PCC M15 levelling course 150 mm thick below the pile cap |
| 8 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) |
| 9 | Cement concrete for reinforced concrete in pile cap complete as per drawing and technical specification RCC Grade M35 using Batching Plant, Transit Mixer and concrete Pump. |
| 10 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 11 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M 35 Using Batching Plant, Transit Mixer and Concrete Pump (Up to 5.0 M.) |
| 12 | Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M 35 Using Batching Plant, Transit Mixer and Concrete Pump (5.0 to 10.0 M.) |
| 13 | 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 foce. Complete as per drawing and Technical specifications |
| 14 | 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 over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 15 | Furnishing and Placing Reinforced cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 30 Using Batching Plant, Transit Mixer and Concrete Pump for T - Beam Slab Super Structure |
| 16 | Reinforced Cement Concrete Crash BarrierProvision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade 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) |
| 17 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 18 | Drainage Spouts complete as per drawing and Technical specification |
| 19 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 20 | Reinforced cement concrete (M-30) approach slab including formwork but excluding reinforcement steel, complete as per drawing and Technical specification |
| 21 | Providing and laying of 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 |
| 22 | Painting on divider 1 priming and two coats of enamel paint including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. (S.I. No. 761 C) |
| 23 | Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) |
| 24 | Supplying,Fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. (Including the Cost of Bearing Assembly) |
| 25 | Pile Integrity Test as per IS code 14893 – 2021 Minimum (DSR No. 20.9) |
| 26 | Conducting Vertical Compression by Kent ledge method as per IS: 2911 Part IV with calibrated measuring devices like load / pressure gauge, hydraulic jack and pump with hose pipe, LVDT/Dial gauges for measuring settlement, datum bars, magnetic stands, necessary packing, submission of report with proper presentation graph of load Vs settlement, load bearing capacity of pile including all necessary tools and tackles required for the test. (Initial Vertical Test (200 x 2.5 = 500 MT) (DSR No. 20.6.1.1) |
| 27 | Conducting Vertical Compression by Kent ledge method as per IS: 2911 Part IV with calibrated measuring devices like load / pressure gauge, hydraulic jack and pump with hose pipe, LVDT/Dial gauges for measuring settlement, datum bars, magnetic stands, necessary packing, submission of report with proper presentation graph of load Vs settlement, load bearing capacity of pile including all necessary tools and tackles required for the test. Routine Vertical Test (200 x 1.5 = 300 MT) (DSR No. 20.6.1.2) |
| 28 | Conducting Lateral Pile Load Test on cast in situ bored piles at pile cut-off levels as per IS2911 (Part IV), including loading frame, preparing the scheme for pile testing and hydraulic jack with pump and dial gauge, submission of report with proper presentation graph of load Vs settlement, load bearing capacity of pile including all necessary tools and tackles required for the (Initial Horizontal Test) |
| 29 | Mobilization / Transportation Charge for Pile Load |
| 30 | Doing load test on bridge span as per IRC code provision, inclusive of mobilization, loading, field measurement & submission of report complete in all respect. |
| 31 | Desgin and drawing of bridge including consultancy services of DPR including Topographical Servey, Geo technical Investigation, Desgin and drawing of foundation, sub structure and super structure including veting from Govt. approved institute. |
| 32 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 (Grade-M-30), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Excluding Reinforcement), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 33 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 34 | Providing and laying pitching on slopes laid over prepaired filter media including boulder apron laid dry infront of toe of embankment complete as per drawing and Technical specification. (MORTH: 15.4: 2504) |
| 35 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (M-15) |
| 36 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (M-20) |
| 37 | R.R. Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification (Floor Apron) |
| 38 | Reflective Raised Pavement Marker Providing and fixing of raised pavement markers (Cat Eye) Type x-ASTMD-4956-04 Avery Dennision/3m(USA Make) having moulded body of polycarbonate, ASA, HIPS or ABS able to support a load of 13.635 M.T. tested in accordance with ASTMD 4280 type H and other requirement mentioned in MoRT&H Circular, its reflective lens made of micro prismatic lens (capable of providing total internal reflection of light), electronically welded to the body. The length, height and width of the body shall not exceed 130 mm, 20 mm and 105 mm respectively, The area of each reflective surface shall not be less than 13 Sq. cm . on each side sloping at the angle of 35 + 5 degree to the base to ensure maximum reflectively. it shall comply to specification of Category A of MoRT&H circular no. RW/NH 33023/10/97-DO-III dated 11.06.97 lenses shall be moulded of methyl methecrylate conforming to ASTMD 788 or equivalent. With 7 years warranty. Rate shall be inclusive of all taxes, royalty, etc. All T&P/ machine material and labour required for proper completion of work. (Ch-27 new item -10) |
| 39 | Supplying and instalation of delinators (road way indicators, hazard markers, object marker) 80-100cm. High above ground level, painted black and white in 15cm. Wide strips, fitted with 80x100mm rectangular or 75mm dia circular reflectorised panel at the top buried or pressed into the ground and conforming to IRC:79 and the drawing. with tri-color retro -refractive sheet. (15x3 cm) Rates are inclusive of all taxes, royalty etc. all T&P/machine material and labour required for proper completion of work. (Ch-27 new item 10) |
| 40 | Retro-reflectorised Traffic sign as per IRC 67-2012Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67:2012 made of high intensity grade sheeting vide clause 801.3, fried over aluminum sheeting type-IV 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67: 2012 & proof of the same in form of government report shall be uploaded with quoting tender. (Ch-27 new item 6) (j) 30 x 90 cm (Left/Right) Object Hazard) |
| 41 | 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 |
| 42 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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. |
| 43 | Providing & applying tack coat with emusion V.G.-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom as per MoRT&H Specification. |
| 44 | Providing and laying Dense graded Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 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. 507 complete in all respects. |
| 45 | Providing & applying Tack coat with emusion V.G.-10 using bitumen distributor at the rate of 0.25 kg per sqm on the prepared granular surface treated with primer cleaned with hydroulic broom as per MoRT&H Specification. |
| 46 | Providing and laying bituminous cocnrete with 100-120 TPH batch type HMP producing and average output of 75 Tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.40 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver fixisher 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 specificiation clause No. 509 complete in all respects. (Bitumen VG-30) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysNov 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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