Construction of road from Chaprial to Bardoh under NABARD RIDF-XXXI 2025-26 (Length 2.075 Km)

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.( As per chart) All kinds of soil 85 %

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.( As per chart ) Ordinary Rock 10%

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.( As per chart ) Hard Rock 5%

Supplying including filling,digging,carrying by lorry filling river bed material mixed with coarse sand and round nallah stones shingles 75mm thick including watering and consolidation in layers with 8-10 ton poer roller.

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

P/L in position Cement conc. 1 cement:5fine sand:10graded crushed stone agg. 40 mm excluding the cost of centring & shuttering all work upto plinth level.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and supplying of crates(Galvanised) including loading and unloading lead and lift and carriage complete job.

P/L in position Cement conc. 1 cement:3fine sand:6graded crushed stone agg. 20 mm excluding the cost of centring & shuttering all work upto plinth level.

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering andfinishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1.5:3 (1 cement : 1.5coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

Centering and shuttering including strutting, propping etc. and removal of form work for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Centering and shuttering including strutting, propping etc. and removal of form work for Suspended floors, roofs, landings, balconies and access platforms.

Centering and shuttering including strutting, propping etc. and removal of form work for Edges of slabs and breaks in floors and walls above 20cm

12mm plaster of mix 1:4(1 cement: 4 sand)

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: 1 Cement mortar 1:6 (1 Cement : 6 coarse sand)

Providing and laying water bound macadam with specified stone aggregate, stone screening and binding material, incl. sorting spreading to template and consolidation with power road roller 8 to 10 tonne capacity Base course with 63mm to 45mm size including stone screening 13.2mm size (150mm thick) hand broken (finished work including material and labour)

Providing and laying water bound macadam with specified stone aggregate, stone screening and binding material, incl. sorting spreading to template and consolidation with power road roller 8 to 10 tonne capacity.Base course with 53mm to 22.5mm size including stone screening 13.2mm size (75mm thick) hand broken (finished work including material and labour)

Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. 16.38.1 On W.B.M. @ 0.75 Kg/sqm.

2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-30 with no solvent.

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete

Painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats)

Filling of stone of spawls into crates and hacking in vertical and side slope including supply of stone

Carriage of material by MT including loading and unloading. Stone for an avg. distance of 10 Km

Carriage of material by MT including loading and unloading.Stone agg. For 10 kms.

Carriage of sand at an avg. distance of 10 Km

Maintenance charges 1st year @ 0.8%

Maintenance charges 2nd year @ 1.40%

Maintenance charges 3rd year @ 2%

Maintenance charges 4th year @ 2.6%

Maintenance charges 5th year @ 3.2%

Note: Bidder has to quote rate for construction part only whereas maintenance part amount is fixed

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