Upgradation of Roads at I.A CDF Complex Distt. Aligarh

Amount

Supply and stacking of 45-63 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 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 45-63mm 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 100-120 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.+B15:C17

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.

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 0.30kg/sqm on the prepared surface/granular surface cleaned with mechanical brooms. (503) (iii) on Bituminous

Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc. 16.82( AOR atteched)

Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), 16.85( AOR atteched)

Painting with synthetic enamel paint Two or more coats on new work

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).(SOR Aligarh 2022)

M/S DEV CONSTRUCTION

VIRENDRA SINGH