WBPW(R)D/NIT- 27 of SE/WHC-I/2025-2026/1

Construction of embankment with approved material obtained from borrow pits land owned/arranged by the agency at his own cost with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) Carriage up to total lead of 5.0 km. (Royalty charge on earth @ Rs. 29.00 /m³ and cesses charges @ 5.30 /m³ will be deducted from the bill amount if the contractor not able to produce necessary documents in support of payment made towards the royalties).

Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification. The compaction factor is 0.70. (The payment is to be made on the basis of the finished compacted volume of stone dust.)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Using Grading-1 Aggregate (63 mm to 45 mm) @ 1.21 m³/m³ and Stone Screening Type-B (11.2 mm) @ 0.24 m³/m³. By Manual Means (Without Stacking)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Using Grading-2 Aggregate (53 mm to 22.4 mm) @ 1.21 m³/m³ and Stone Screening Type-B (11.2 mm) @ 0.24 m³/m³. By Manual Means (Without Stacking)

Supplying & providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For WBM / WMM Surface: Using Cationic Bitumen Emulsion (S.S.-I grade Packed) @ 0.85 Kg./m²

Supplying & 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 Cationic Bitumen Emulsion (R.S.-I grade Packed) @ 0.275 Kg./m²

Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) Supplying & providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm @ 0.018 m³ per m² and 11.2 mm @ 0.009 m³ per m² size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. (Without Stacking). Using VG-30 Bitumen (Packed).

Supplying & providing and laying Premixed Seal Coat (Type B) with approved quality stone grit @ 0.6 m³/ 100 m² and bitumen binder on thoroughly cleaned black top surface without tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). On freshly laid Premix Surfacing without tack coat.(Without Stacking) By Mechanical Means With Hot Bitumen Binder @ 9.80 kg / 10 sqm. Using VG-30 Bitumen (Packed).

Water 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). (With Stacking). For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening : Using 0.26 m³ moorum /1.09 m³ of Jhama metal

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 mendinggood 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

Supplying & 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). 80 cm x 60 cm rectangular

Weaving wire mattress as directed with wire of 4mm dia. and making sausage crate of required shape after tying all intersections including joining longitudinal ends, closing ends of sausage, carriage of wire to site of work complete in all respect as per direction of the Engineer-in-charge including cost of supply of G.I. wire. (With 100mm x 100mm mesh.)

Filling properly the empty sausage crates with boulders of any size & shape with hand packing after preparation of bed of placement, placing the crate in position, carriage of boulders from road stacks with a lead upto 150m etc. complete in all respect including stitching the rest of the crate with wire (passage for filling boulders) after filling up the crate with boulders and launching the crate in position if necessary and as directed by the Engineer-in charge. (Using Stone Boulder 30/45 kg)

Supplying, 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. Stone/Boulder Using 1.00 cu.m. of stone Boulder with minimum size of 200 mm & 0.20 cu.m of stone spalls (22.4 mm)

Supplying, Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & reinforcement works. M-20 Grade Concrete Mixer with Digital Weigh Batcher and Automatic Control.

Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. RCC Grade M30 Concrete Mixer with Digital Weigh Batcher and Automatic Control.

Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. Tor Steel rods / HYSD bars / TMT (Sail/Tata/ Rinl) (Fe 415 /Fe 500 /Fe 500D, conforms to IS: 1786 latest revision)

Carriage of steel material from Bishnupur P.W.D stackyard to work site at 10 th km of Shikarpur Galsi Road (Loading in to trucks at the lifting point, unloading at destination, stacking properly in go downs or yard or work site etc. as directed including carriage by head load up to a lead of 50.00 m at each of the two points.) or as desired by Engineer-in-Charge.

Providing and Painting of structural steel surfaces of bridge members by grit blast cleaning or centrifugal blasting with a suitable abrasive materials like crushed Slag in accordance with clause-III of IS 6586 : 1989 immediately before painting , to make the surface free from grease, oil, rust and other foreign materials. The rate includes supply of abrasive sand, fuel, cost of paint including all transportation, lead, lift and labour charges, consumables, tools & plants complete in all respect but exclusive of cost for staging/scaffolding. Painting of approved Zinc-phosphate primer of OFT 65 micron followed by finish coat of Micaceous iron oxide pigmented drying oil type paint of DFT 75 micron.

Protection of embankment nearly 3000mm away from the edge line of the proposed carriageway by closely driven 150mm diameter eucalyptus ballah each of 4000mm total length, driven 2500mm into ground or bed of pond / water body in standing water condition, @ 350mm centre to centre with 1500mm exposed height of each ballah including fittings of three numbers 100mm diameter half splited eucalyptus ballah Runner-- fitted& fixed two on top of each face of close ballah walling and one on middle height of it, along full length of the walling including 100mm diameter, 1500 mm long eucalyptus ballah Tie fitted @ 2500mm centre to centre with Tie-Post anchoring by driving 100mm diameter, 1500mm long eucalyptus ballah Tie-Post, driven 1200mm into ground on the road side of protection line and placing one layer of earth filled gunny bag (@ not less than 40nos. bag per running meter length of protection line) just after ballah work on the road side of protection line including filling of remaining recess / caving portion between embankment and ballah walling by carried earthwork (not less than 1.00m3 per running m. of protection line) with manual compaction after proper bench-cutting of the existing embankment profile for proper placement of earth and to achieve finished earth filled slope as per directions including supplying eucalyptus ballah, coal-tar, nails, bolts, empty gunny bags etc and labour charges for cutting, splitting ballah, coal tarring to each ballah, driving charges for driving ballah into ground / bed of pond in standing water condition, fitting fixing charges for Runner & Tie, including cost of earth for earth filling and earth-bag work including excavation charges & labour charges for manual compaction, including gunny bag filling (by earth), stitching & placing earth filled bag to the desire location after proper bench cutting of the embankment portion between ballah walling and damage flank all complete in all respect as per drawing and direction of Engineer-in-Charge.

Assembling, fabrication and erection of Bailey Bridge at site of 100 feet span with TDR Configuration having extra wide carriage way width (4.25 m- Single Lane Bailey Bridge) designed for IRC Load class -70R including supply of all the supporting formwork ,arrangement of NOSE etc. including transportation and other incidental charges complete in all respect.

GST @ 18% on Item no 1 to 21

Labour Welfare Cess @ 1% on Item no 1 to 22

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