Construction of 24.00 Mt. wide Road, RCC Drain and RCC Culvert at I.A Babrala, Distt. Sambhal

Amount

Supply and stacking of 45-90 mm guage hard stone ballast for pot holes, from approved quarry including royalty, cartage, octroi, sales tax & all other taxes whatsoever applicable under rules and also including stacking to the required template after screening at road side, including dressing of side berms as required where metal is to be stacked as per direction of Engineer incharge in dipretions, leaks, pot holes & undulations

Supply and stacking of 45-63mm guage hard stone ballast for pot holes, from approved quarry including royalty, cartage, octroi, sales tax & all other taxes whatsoever applicable under rules and also including stacking to the required template after screening at road side, including dressing of side berms as required where metal is to be stacked as per direction of Engineer incharge in dipretions, leaks, pot holes & undulations

Supply and stacking of 22.4-53 mm guage hard stone ballast for Top coat, from approved quarry including royalty, cartage, octroi, sales tax & all other taxes whatsoever applicable under rules and also including stacking to the required template after screening at road side, including dressing of side berms as required where metal is to be stacked as per direction of Engineer incharge in dipretions, leaks, pothols & undulations

Same as Item No. 1 above but Crushed stone dust of approved quality and quarry.

Consolidation of 45-90mm gauge stobe ballast

Consolidation of 45-63mm gauge stobe ballast

Consolidation of 22.4-53mm gauge stobe ballast

Water allowance for consolidation of stone ballast to be allowed on item No. 1 between 15th Nov to 31st May

Bitumin Painting over W.B.M. surface (Ist Coat Painting) including supply of 13.2mm guage stone grit and bitumin including maintenance of stone grit and bitumin including maintenance of road side patries & watering them during operation for proper completion of work as directed by the Engineer in charge & also including road roller charges and its fuel, the wages of fireman and T&P etc required for proper copletion of the work as per direction of Engineer in charge, including cost of tack coat (Bitumen shall be used @ 0.60kg/sqm)

Providing and laying of 50mm thick compacted (Avg.) bituminous macadam with 120 TPH on hot mix plant prepared/existing surface with specified graded crushed stone aggregate for base/binding course over a tack coat including of aggregates with F.E. Loader and Hot mix plant, transporting the mixed material in tipper, to site upto paver finished to the required level & grade, rolling by power roller to achieve the desirt density, Bitumin will be used for BM @ 3.40% by woight including supply of all materials, labour, T&P etc required for proper completion of the work as per direction of the Engineer in charge.

Providing and laying semi-dense buituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler , transporting the hot mix to work site by tipper , laying with paver finisher equiped with electronic sensor to the required grade , level and alignment and rolling with smooth wheeled , vibratory and tandem rollers to achieve the desired compaction and density as per specification , complete and as per directions of engineer-in-charge.25mm completed thickness with bitumen og grade VG-30@ 5%( percentage by weight of total mix ) and lime filler @ 2% ( percentage by weight of aggegate ) prepared in batch type hot mix plant of 100-120 TPH capacity.

Brick edging on both sides of the road with Ist class bricks 8cm wide & 12cm deep laid with mud mortar including labour, & supply of bricks finished to required level & in proper alignment & also including dressing & ramming the excavated earth as directed by Engineer in charge including supply of all material labour & T&P etc required for proper completion of the work.

Earth filling in embankment in patri dressing including cost of earth & cartage beyond 5.0km including ramming and dressing the surface in required levels and slopes and also including royalty, supply of all labour T&P etc for proper completion of work.

Providing and laying of 2.5mm thick road marking strips (retroreflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shose heater driven by experienced operator on road surface including cost of material labour T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, complete as per direction of Engineer-in-charge and accordance with applicable specifications.

Dismantling of flexible of pavements (bituminous courses) by mechanical means and disposal of dismantled materials up to a lead of 1 kilometres,as per direction of engineer-in-charge. AOR ATTECHED

Cast-in-situ Cement Concrete M20 Kerb Providing and laying / construction of cement concrete Kerb with top and bottom width 115 and 165 mm respectively & 250mm high in M 20 grade PCC on M-10 grade foundation CC 150mm thick, foumdation havinf 50mm projection beyond kerb stone, Kerb stone laid with kerb laying machine, foundation concrete laid mannually at or near ground level factory made kerb stone of M- 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitableshade with ordinary paint of approved brand and manufacture

Cleaning Jungles including uprooting of trunk vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared.

Preparation and consolidating OF SUB GRADE with road roller 0f 8 to 1012 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade disposal of surplus earthwith lead up to 50 metres. with road roller.

.Extra for compaction of earth work in embankment under opti- mum moisture conditions to give at least 95% of the maximum dry density ( proctor density).

Providing & applying VG-10 Tack Coat with bitumen using emulsion pressure distributer at the rate of 0.30kg/sqm on the prepared surface/granular surface cleaned with mechanical brooms. (503) (iii) on WBM

Providing & applying VG-10 Tack Coat with bitumen using emulsion pressure distributer at the rate of 0.35kg/sqm on the prepared surface/granular surface cleaned with mechanical brooms. (503) (iii) on Bituminous surface

Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In- charge upto a distance of 30m from the foundation trenches by Hydraulic excavator/manual means. For Building/ Drain work only.

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Fine sand : 8 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work.In Foundation and floors.SOR 01-05-2022(281).Same as above 1:4:8 but in Coarse Sand

Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level :(a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).(i) upto plinth level SOR 01-05-2022 (283 A)

Steel reinforcement for R.C.C. Work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

M/S DEV CONSTRUCTION

Sunil Garg and Co

M/S GUPTA ASSOCIATES

M/S D.A.P.L ASSOCIATES