Tender For Nandakuthi-Samsherpur Road From 0.00 Kmp To 5.67 Kmp - Strengthening Work Under Hooghly Division, Pwd In The District Of Hooghly During The Year 2026-27.
Tender Value
8.09 Crore
Estimated cost
Bid Submission
29 Sep 2026
13 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
Website
Contact Person
Address
Project Description
Tender For Nandakuthi-Samsherpur Road From 0.00 Kmp To 5.67 Kmp - Strengthening Work Under Hooghly Division, Pwd In The District Of Hooghly During The Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | ROAD WORKConstruction 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). Carriage upto 5KM Using 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). Using Private Land |
| 3 | 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 |
| 4 | Water Bound Macadam Sub BaseWater Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).For Construction of Sub Base by consolidatingJhama metal (63 mm to 45 mm) with moorum screening |
| 5 | 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.) |
| 6 | Primer CoatProviding and applying primer coat with cationic bitumen emulsion CSS-1 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).For WBM / WMM Surface: (with primer @ 0.85 kg/ sqm) |
| 7 | Bituminous Macadam Providing and laying bituminous macadam with 100-120 TPH hot mix plant using crushed aggregates of specified grading premixed with approved bituminous binder @ 3.3% (min) for Grading -1 and 3.4% (min) for Grading -2 by weight of total mix , transported to site, laid over a previously prepared base with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Reference to MORT&H's specification clause504). For Grading II (19 mm nominal maximum aggregate size) LayerThickness 50-75mm. |
| 8 | Tack CoatProviding 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:(Using Bitumen Emulsion at the rate of 0.25 kg per sqm.) |
| 9 | 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 primer (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.) Using emulsion type CSS-1 type |
| 10 | Providing & laying Semi-dense Bituminous Concrete (SDBC) as wearing coarse by Hot Mix Plant, using coarse aggregates, fine aggregates, filler materials and binder of required specification and grading as per approved job mix formula, over thoroughly cleaned surface coated with tack coat, including screening, cleaning of aggregates, mixing the components as per approved Job Mix Formula with hot binder, carrying the mixture by tipper truck or any other approved suitable arrangements, laying the mixture uniformly, maintaining the specified laying temperature, thorough rolling with power roller with necessary hand packing and pinning to give an uniform surface to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, including the cost and carriage of aggregates, filler and binder, heating the binder, preheating the aggregates, and filler to the specified temperature,including the hire charges of Hot Mix Plant and other machineries, pay of operators, cost of fuel and lubricants and all other incidental charges complete. For Grading 2(10 mm nominal size, 25 mm thick.). Using Batch Type HMP of minimum capacity 100-120 TPH. |
| 11 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding 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). |
| 12 | 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) |
| 13 | Ordinary kilometer stone (precast) |
| 14 | Hectometer stone (precast) |
| 15 | 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 supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). 90 cm equilateral triangle |
| 16 | 60 cm equilateral triangle |
| 17 | 60 cm Circular |
| 18 | 80 cm x 60 cm rectangular |
| 19 | 60 cm x 60 cm square |
| 20 | Direction and Place Identification Signs with size more 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). |
| 21 | Supplying, 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 |
| 22 | 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. |
| 23 | CULVERT WORKS :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) 4(ii) Dismantling Brick / Tile work 4(ii)B In cement mortar |
| 24 | 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 |
| 25 | 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.Depth upto 3.00 Mtr |
| 26 | 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. |
| 27 | 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-15Using concrete mixerHeight upto 5.00 Mtr |
| 28 | \\"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 |
| 29 | 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). |
| 30 | 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). |
| 31 | 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). |
| 32 | PROTECTIVE WORK :Pretective work with walling with eucallyptus bullah piling 150mm dia. 1.5mtr. (average) high and 4.50 mtr. Long driven 2.925m (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 |
| 33 | Supplying of empty Cement bags in good condition and labour for filling empty Cement bags with dry earth (land own/ arrange by the Agency), stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete including cost of earth and empty Cement bags all complete in all respect as per direction of Engineer-in-Charge. |
| 34 | Add GST @ 18% on Rs. 68596099.00 over Item No. 1 to 27 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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