Tender For Olipur-Chandanpur Road From 0.00 Kmp To 7.35 Km - Strengthening Work Under Hooghly Division In The District Of Hooghly.
Tender Value
9.91 Crore
Estimated cost
Bid Submission
15 Sep 2026
0 days left
EMD
10 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
Hooghly → West Bengal
EMD Exemption
Available
Quantity
Not Available
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Address
Project Description
Tender For Olipur-Chandanpur Road From 0.00 Kmp To 7.35 Km - Strengthening Work Under Hooghly Division In The District Of Hooghly.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-Aug-2026 | BOQ corrigendum | BOQ | 15-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Part-A (ROAD WORK)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 & 300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference to MoRT&H's specification clause 305). From Govt Land |
| 2 | 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 & 300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference to MoRT&H's specification clause 305). |
| 3 | Construction of Embankment with Material Deposited from Roadway CuttingConstruction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures, graded and compacted to meet the requirements of Table 300-2 and 300-1. The size of coarse material in the mix of earth ordinarily shall not exceed 75 mm. (Reference: MoRTH Specifications, Clause 305). |
| 4 | Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 m, stacking serviceable and unserviceable materials separately By mechanical means :Bituminous Courses |
| 5 | Construction of ShouldersHard ShouldersBy consolidating jhama metal (63 mm to 45 mm) with moorum screening |
| 6 | Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of Table 400-13 revised vide Table 2 of IRC:109 (2015) 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. The thickness of a single compacted layer shall not be less than 75 mm. (Reference to MoRTH's Specification 406.) |
| 7 | Primer CoatProviding and applying primer coat with cationic bitumen emulsion SS1 grade conforming to IS:8887 on prepared porous granular surface including clearing of road surface and spraying primer using mechanical means. (Reference to MoRTH's Specification Clause 502).On WMM/WBM surface @ 0.70-1.0kg/sqm. (Using emulsion CSS-1 Type) |
| 8 | Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder of approved grade @ 4.0% (min) for Grading -1 and 4.5% (min) for Grading -2 by weight of total mix and filler(Cement /hydrated lime /Rock dust ) as per table 500-10 and mix design done as per table 500- 11and job mix formula as per clause 505.3.3 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 tandem roller and with pneumatic tyre roller of 12 to 15 tonne weight with a pressure at least 0.56 MPa as directed by E-I-C, and to achieve the desired compaction as per MORT&H specification clause No. 505.3.5 complete in all respects (Reference to MORT&H's specification clause 505). For Grading II (26.5 mm nominal maximum aggregate size ) Layer Thickness 50-75mmVG-40 bitumen |
| 9 | Tack Coat:Providing and applying tack coat with Cationic Bitumen Emulsion (RS1) complying with IS:8887 using emulsion pressure distributor on the prepared bituminous/granular/cement concrete pavement surface cleaned with mechanical broom and high-pressure air jet. (Reference to MoRTH's Specification Clause 503).On Bituminous Surface:On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.)Using emulsion type RS-1 type |
| 10 | Tack Coat:Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS:8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).On Granular surfaces treated with primerOn Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.)Using emulsion RS-1 type. |
| 11 | Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed withbituminous binder@ 5.2% (min) for Gr.-1 (19mmaggregate size) & @ 5.4% (min) for Gr.-2 (13.2mm aggregate size), as per table 500-17, of mix and filler (Cement /lime / Rock dust ), transporting the hotmix to work site, laying with a hydrostatic paver finisherwith sensor control to the required grade, level andalignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.507 complete in all respects (Reference to MORT&H's specification clause 507). for Grading-2 ( 13.2 mm nominal maximum aggregate size), Layer thickness:30-40mmUsing VG-40 Bitumen |
| 12 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes (Reference to MORT&H's specification 803). |
| 13 | Road Distance IndicatorReinforced Cement Concrete (RCC) M15 grade kilometre stone of standard design as per IRC:8-1980, fixed in position including painting, lettering, numbering and printing complete. (Reference to MoRTH's Specification 805).5th kilometre stone (precast) |
| 14 | Ordinary kilometer stone (precast) |
| 15 | Hectometer stone (precast) |
| 16 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick, when signs with maximum side dimensions do not exceed 600 mm, or with aluminium sheeting 2.0 mm thick when signs with maximum side dimensions exceed 600 mm, supported on a mild steel angle iron post 75 mm × 75 mm × 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm × 45 cm × 60 cm, 60 cm below ground level as per approved drawing (Reference to MoRT&H's specification 801).90 cm equilateral triangle |
| 17 | 60 cm equilateral triangle |
| 18 | 60 cm Circular |
| 19 | 80 cm x 60 cm rectangular |
| 20 | 60 cm x 60 cm rectangular |
| 21 | Direction and Place Identification Signswithsizemore than 0.9sqm size Board.Providinganderectingdirectionand place identification retro reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed overaluminiumsheeting,2mmthick with area exceeding 0.9 sqm supportedonamildsteelangleiron post 75mmx75mmx6mm,2Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx 45cmx60cm,60cmbelowground level as per approved drawing (Reference to MORT&H's specification 801). |
| 22 | R.C. guard postSupplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. Horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur variety stone chips |
| 23 | Metal Beam Crash BarrierType - A, \\"W\\" : Metal Beam Crash BarrierProviding 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 × 75 × 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level. All steel parts and fitments shall be galvanised by hot dip process. All fittings shall conform to IS:1367 and IS:1364. The metal beam rail shall be fixed on the vertical post with a spacer of channel section 150 × 75 × 5 mm, 330 mm long, complete as per Clause 811. |
| 24 | PART-B ( COST OF CULVERT & DIVERSION WORKS)Box Culvert = 3x3m Section-7mDismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202) 4(ii) Dismantling Brick / Tile work 4(ii)B In cement mortar |
| 25 | Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202) 4(i)I.B Cement Concrete Grade M-15 & M-20 |
| 26 | Excavation for StructuresEarth 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. (Reference to MoRTH's Specification 304). |
| 27 | Providing and laying good local sand filling in foundation trenches, free from earth and organic impurities, in layers not exceeding 150 mm compacted thickness, including inundating each layer with profuse water and compacting by poking and ramming layer by layer. The quality of sand shall be approved by the Engineer-in-Charge. (Reference to MoRTH's Specification 304). |
| 28 | Plain/Reinforced Cement Concrete in Sub-StructureProviding Plain/Reinforced Cement Concrete in sub-structure, including vibrating and compacting, finishing, curing, sampling, testing, etc., mechanically mixed and placed as per drawings and Technical Specifications, complete in all respects. (Reference to MoRTH's Specifications 1500, 1700 & 2200). |
| 29 | Curtain Wall (Rigid flooring enclosed by curtain wall with minimum depth below floor level of 2.0 m on upstream side and 2.50 m on downstream side) complete as per drawing and Technical Specification (Reference to MORT&H's Specification Clause 2507.1).Cement concrete grade M15 |
| 30 | Plain/Reinforced Cement Concrete in Sub-StructureProviding Plain/Reinforced Cement Concrete in sub-structure, including vibrating and compacting, finishing, curing, sampling, testing, etc., mechanically mixed and placed as per drawings and Technical Specifications, complete in all respects. (Reference to MoRTH's Specifications 1500, 1700 & 2200). PCC M-20 |
| 31 | Plain/Reinforced Cement Concrete in Sub-StructureProviding Plain/Reinforced Cement Concrete in sub-structure, including vibrating and compacting, finishing, curing, sampling, testing, etc., mechanically mixed and placed as per drawings and Technical Specifications, complete in all respects. (Reference to MoRTH's Specifications 1500, 1700 & 2200). M-25Foundation |
| 32 | Substructure |
| 33 | Superstructure |
| 34 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in foundation complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200). |
| 35 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in sub-structure complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200). |
| 36 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper postion of uncoated HYSD reinforcement bar in super-structure complete as per drawing and technical specifications (Reference to MORT&H's specification 1600) . |
| 37 | Providing Weep Holes in Abutment/Wing Wall/Return WallProviding weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC/HDPC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face, complete as per drawings and Technical Specifications. (Reference to MoRTH's Specifications 2706 & 2200). |
| 38 | Painting Two Coats on New Concrete SurfacesPainting two coats, after filling the surface and applying a sealing primer, with synthetic enamel paint in all shades on new plastered concrete surfaces as per MoRTH's Specification 803.6.2. (Reference to MoRTH's Specification 803). |
| 39 | Providing drainage spouts of not less than 100 mm diameter made of corrosion-resistant material, spaced at intervals not exceeding 10 m, complete as per drawings and Technical Specifications. (Reference to MoRTH's Specification 2705). |
| 40 | Flexible Apron: (Shall be provided beyond curtain walls for a minimum distance of 3 m on upstream side and 6 m on downstream side.)Construction of flexible apron 1.0 m thick comprising loose stone boulders weighing not less than 40 kg each beyond the curtain wall, complete as per drawing and technical specifications (Reference to MORT&H's Specification Clause 2507.2). |
| 41 | Boulder Apron Laid in Wire CratesProviding and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS: 280 & IS: 4826 in 100 mm × 100 mm mesh. Mesh size not more than 150 mm (weaved diagonally), including 10 per cent extra for laps and joints, laid with stone boulders weighing not less than 40 kg each (tensile strength 300–450 MPa, size of wire crates 3.0 m × 1.50 m × 1.25 m) complete as per drawing and technical specifications (Reference to MORT&H's Specification Clause 2503). |
| 42 | Providing and Laying Filter MediaProviding and laying 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 particles towards the soil and larger size particles towards the wall, provided over the entire surface behind the abutment, wing wall and return wall to the full height, compacted to a firm condition, complete as per drawings and Technical Specifications (Clause 710.1.4 of IRC:78 and MoRTH Specification 2200). |
| 43 | Cement Concrete Blocks (Size 0.5 m × 0.5 m × 0.5 m)Providing and laying apron with cement concrete blocks of size 0.5 m × 0.5 m × 0.5 m, cast in-situ and made with nominal mix of M15 grade cement concrete having a minimum cement content of 250 kg/cum, as per IRC:21-2000, complete in all respects. (Reference to MoRTH's Specification 2503). |
| 44 | Box Culvert = 3.5x2.5m Section-7mDismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202) 4(ii) Dismantling Brick / Tile work 4(ii)B In cement mortar |
| 45 | Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202) 4(i)I.B Cement Concrete Grade M-15 & M-20 |
| 46 | Excavation for StructuresEarth 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. (Reference to MoRTH's Specification 304). |
| 47 | Providing and laying good local sand filling in foundation trenches, free from earth and organic impurities, in layers not exceeding 150 mm compacted thickness, including inundating each layer with profuse water and compacting by poking and ramming layer by layer. The quality of sand shall be approved by the Engineer-in-Charge. (Reference to MoRTH's Specification 304). |
| 48 | Plain/Reinforced Cement Concrete in Sub-StructureProviding Plain/Reinforced Cement Concrete in sub-structure, including vibrating and compacting, finishing, curing, sampling, testing, etc., mechanically mixed and placed as per drawings and Technical Specifications, complete in all respects. (Reference to MoRTH's Specifications 1500, 1700 & 2200).PCC grade M-15 (Height upto 5.00 mtr) |
| 49 | Curtain Wall (Rigid flooring enclosed by curtain wall with minimum depth below floor level of 2.0 m on upstream side and 2.50 m on downstream side) complete as per drawing and Technical Specification (Reference to MORT&H's Specification Clause 2507.1).Cement concrete grade M15 |
| 50 | Plain/Reinforced Cement Concrete in Sub-StructureProviding Plain/Reinforced Cement Concrete in sub-structure, including vibrating and compacting, finishing, curing, sampling, testing, etc., mechanically mixed and placed as per drawings and Technical Specifications, complete in all respects. (Reference to MoRTH's Specifications 1500, 1700 & 2200).PCC M-20 |
| 51 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing inproper postion of uncoated HYSD reinforcement bar in super-structure complete as per drawing and technical specifications (Reference to MORT&H's specification 1600) .RCC Grade M25Using Concrete Mixer |
| 52 | Plain/Reinforced cement concrete in sub-structure complete all including vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per drawing and Technical Specifications (Reference to MORT&H's specifications1500, 1700 & 2200).RCC Grade M25Height upto 5m |
| 53 | Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure all including vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per clause 1719 of MoRTH but excluding the cost of materials as per drawing and Technical Specification (Reference to MORT&H'sspecifications 1500, 1600,1700 & 1800).RCC Grade M25Using Concrete MixerFor solid slab super-structureHeight upto 5m |
| 54 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in foundation complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200). |
| 55 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in sub-structure complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200). |
| 56 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper postion of uncoated HYSD reinforcement bar in super-structure complete as per drawing and technical specifications (Reference to MORT&H's specification 1600) . |
| 57 | Providing Weep Holes in Abutment/Wing Wall/Return WallProviding weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC/HDPC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face, complete as per drawings and Technical Specifications. (Reference to MoRTH's Specifications 2706 & 2200). |
| 58 | Painting Two Coats on New Concrete SurfacesPainting two coats, after filling the surface and applying a sealing primer, with synthetic enamel paint in all shades on new plastered concrete surfaces as per MoRTH's Specification 803.6.2. (Reference to MoRTH's Specification 803). |
| 59 | Providing drainage spouts of not less than 100 mm diameter made of corrosion-resistant material, spaced at intervals not exceeding 10 m, complete as per drawings and Technical Specifications. (Reference to MoRTH's Specification 2705). |
| 60 | Flexible Apron: (Shall be provided beyond curtain walls for a minimum distance of 3 m on upstream side and 6 m on downstream side.)Construction of flexible apron 1.0 m thick comprising loose stone boulders weighing not less than 40 kg each beyond the curtain wall, complete as per drawing and technical specifications (Reference to MORT&H's Specification Clause 2507.2). |
| 61 | Boulder Apron Laid in Wire CratesProviding and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS: 280 & IS: 4826 in 100 mm × 100 mm mesh. Mesh size not more than 150 mm (weaved diagonally), including 10 per cent extra for laps and joints, laid with stone boulders weighing not less than 40 kg each (tensile strength 300–450 MPa, size of wire crates 3.0 m × 1.50 m × 1.25 m) complete as per drawing and technical specifications (Reference to MORT&H's Specification Clause 2503). |
| 62 | Providing and Laying Filter MediaProviding and laying 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 particles towards the soil and larger size particles towards the wall, provided over the entire surface behind the abutment, wing wall and return wall to the full height, compacted to a firm condition, complete as per drawings and Technical Specifications (Clause 710.1.4 of IRC:78 and MoRTH Specification 2200). |
| 63 | Cement Concrete Blocks (Size 0.5 m × 0.5 m × 0.5 m)Providing and laying apron with cement concrete blocks of size 0.5 m × 0.5 m × 0.5 m, cast in-situ and made with nominal mix of M15 grade cement concrete having a minimum cement content of 250 kg/cum, as per IRC:21-2000, complete in all respects. (Reference to MoRTH's Specification 2503). |
| 64 | 1/2.0mx2.00m x7.00 m width Slab Culvert.Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202) 4(ii) Dismantling Brick / Tile work 4(ii)B In cement mortar. |
| 65 | Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202) Cement Concrete Grade M-15 & M-20 |
| 66 | \\"Excavation for StructuresEarth 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. (Reference to MoRTH's Specification 304). |
| 67 | \\"Providing and laying good local sand filling in foundation trenches, free from earth and organic impurities, in layers not exceeding 150 mm compacted thickness, including inundating each layer with profuse water and compacting by poking and ramming layer by layer. The quality of sand shall be approved by the Engineer-in-Charge. (Reference to MoRTH's Specification 304). |
| 68 | Plain/Reinforced Cement Concrete in Sub-StructureProviding Plain/Reinforced Cement Concrete in sub-structure, including vibrating and compacting, finishing, curing, sampling, testing, etc., mechanically mixed and placed as per drawings and Technical Specifications, complete in all respects. (Reference to MoRTH's Specifications 1500, 1700 & 2200).M-20 Grade, Using concrete mixer. |
| 69 | \\"Plain / Reinforced Cement Concrete in Super structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.RCC Grade M25Height up to 5mUsing concrete mixer |
| 70 | Supplying, binding, fixing, etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bars in superstructure complete as per drawing and technical specifications (Reference to MORT&H's Specification Clause 1600). |
| 71 | \\"Painting Two Coats on New Concrete SurfacesPainting two coats, after filling the surface and applying a sealing primer, with synthetic enamel paint in all shades on new plastered concrete surfaces as per MoRTH's Specification 803.6.2. (Reference to MoRTH's Specification 803). |
| 72 | Providing Weep Holes in Abutment/Wing Wall/Return WallProviding weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC/HDPC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face, complete as per drawings and Technical Specifications. (Reference to MoRTH's Specifications 2706 & 2200). |
| 73 | \\"Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1 (Reference to MORT&H's specification 2803). Cement mortar (1:1) Grouting |
| 74 | 1/1.50m x7.00 m width Slab Culvert.Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202) Dismantling Brick / Tile work In cement mortar |
| 75 | Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal ofunserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202) Cement Concrete Grade M-15 & M-20 |
| 76 | Excavation for StructuresEarth 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. (Reference to MoRTH's Specification 304). |
| 77 | Providing and laying good local sand filling in foundation trenches, free from earth and organic impurities, in layers not exceeding 150 mm compacted thickness, including inundating each layer with profuse water and compacting by poking and ramming layer by layer. The quality of sand shall be approved by the Engineer-in-Charge. |
| 78 | Plain/Reinforced Cement Concrete in Sub-StructureProviding Plain/Reinforced Cement Concrete in sub-structure, including vibrating and compacting, finishing, curing, sampling, testing, etc., mechanically mixed and placed as per drawings and Technical Specifications, complete in all respects. (Reference to MoRTH's Specifications 1500, 1700 & 2200). PCC M-20 |
| 79 | Plain / Reinforced Cement Concrete in Super structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.RCC Grade M25Height up to 5mUsing concrete mixer |
| 80 | Supplying, binding, fixing, etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bars in superstructure complete as per drawing and technical specifications (Reference to MORT&H's Specification Clause 1600) |
| 81 | Painting Two Coats on New Concrete SurfacesPainting two coats, after filling the surface and applying a sealing primer, with synthetic enamel paint in all shades on new plastered concrete surfaces as per MoRTH's Specification 803.6.2. (Reference to MoRTH's Specification 803). |
| 82 | \\"Providing Weep Holes in Abutment/Wing Wall/Return WallProviding weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC/HDPC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face, complete as per drawings and Technical Specifications. (Reference to MoRTH's Specifications 2706 & 2200). |
| 83 | 1/1.00m x7.00 m width Slab Culvert.Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202) 4(ii) Dismantling Brick / Tile work 4(ii)B In cement mortar |
| 84 | \\"Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202) Cement Concrete Grade M-15 & M-20 |
| 85 | Excavation for StructuresEarth 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. (Reference to MoRTH's Specification 304).Item No. # 12.01.. Page No. 198 of S.O.R of NH 2019-2020 ()\\" |
| 86 | Providing and laying good local sand filling in foundation trenches, free from earth and organic impurities, in layers not exceeding 150 mm compacted thickness, including inundating each layer with profuse water and compacting by poking and ramming layer by layer. The quality of sand shall be approved by the Engineer-in-Charge. (Reference to MoRTH's Specification 304). |
| 87 | Plain/Reinforced Cement Concrete in Sub-StructureProviding Plain/Reinforced Cement Concrete in sub-structure, including vibrating and compacting, finishing, curing, sampling, testing, etc., mechanically mixed and placed as per drawings and Technical Specifications, complete in all respects. (Reference to MoRTH's Specifications 1500, 1700 & 2200). PCC M-20 |
| 88 | Plain / Reinforced Cement Concrete in Super structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.RCC Grade M25Height up to 5mUsing concrete mixer |
| 89 | Supplying, binding, fixing, etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bars in superstructure complete as per drawing and technical specifications (Reference to MORT&H's Specification Clause 1600). |
| 90 | \\"Painting Two Coats on New Concrete SurfacesPainting two coats, after filling the surface and applying a sealing primer, with synthetic enamel paint in all shades on new plastered concrete surfaces as per MoRTH's Specification 803.6.2. (Reference to MoRTH's Specification 803). |
| 91 | \\"Providing Weep Holes in Abutment/Wing Wall/Return WallProviding weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC/HDPC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face, complete as per drawings and Technical Specifications. (Reference to MoRTH's Specifications 2706 & 2200). |
| 92 | Diversion WorksConstruction 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 & 300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference to MoRT&H's specification clause 305). From Govt Land\\" |
| 93 | Construction of ShouldersHard ShouldersRate as applicable for sub-base and or base may be adopted as per approved design.(Reference to MoRT&H's specification 404). |
| 94 | Drum Sheet Walling 1.40m (av.) high on Sal-bullah / Eucalyptus bullah piling 10 cm dia. and 3.25m long driven 1.75m (av.) below G.L. and 75cm centre to centre including fitting fixing 3 nos. of half bullah pieces (from 10 cm dia) and drum(empty bitumen) sheet (approved condition) of height 1.5m , cutting and straightening drum sheet (each joint must have lap length of min.50mm) including cost of necessary nails, bolts, nuts etc. and providing 2 to 3m long half bullah ties of 10cm dia. @ 2.25 m centre to centre fixed with 10 cm dia. bullah posts driven 1.5m below G.L. including cost of all materials and one coat of coal tarring to all bullah etc. complete as per direction. |
| 95 | Providing and laying reinforced cement concrete pipe NP4 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. |
| 96 | PROTECTIVE WORKS (BULLAH PILING)Pretective work with walling with eucallyptus bullah piling 150mm dia. 1.5mtr. (average) high and 5.0 mtr. Long driven 3.00m (av.) below G.L. and 350mm c/c including fitting and fixing 3 nos half of eucalyptus pieces (From 10 cm dia E/C bullah) including cost of necessary nails, bolt, buts etc. providing 2.00 mtr to 3.00 mtr long E/C bullah ties of 10 cm dia 2.25m C/C fixed with 10cm dia E/C bullah posts driven from 1.50 mtr below G.L. including cost of all materials & two coal tarring to all E/C bullah etc. complete as direction of E.I.C |
| 97 | Supplying empty Cement Bags in Good Condition and Filling same with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags. |
| 98 | Add GST @ 18% on Rs 84049816.00 over Item No. 1 to 97 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 24, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 15, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
TodaySep 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
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