Maintenance/Upgradation of Road, drains and culverts in Sector-1st at I.A. Talanagari, Aligarh

Amount

Supply & Stacking of 45-63 mm gauge approved stone ballast from approved quarry for inter coat in pot holes duly Stacked on road side patries to the required template including dressing surface where materials is to be stacked also including cost of materials its cartage all taxes octroi royalty labour T&P etc. required for proper completion of the work as per direction of Engineer in charge.

Supply & Stacking of 22.4-53mm gauge approved stone ballast from approved quarry for top coat & in pot holes duly Stacked on road side patries to the required template including dressing surface where materials is to be stacked also including cost of materials its cartage all taxes octroi royalty labour T&P etc. required for proper completion of the work as per direction of Engineer in charge.

Supply & Stacking of crushed stone dust from approved quarry for consolidation of stone ballast and below screening material for consolidation of inter & Top Coats, duly Stacked on road side patries to the required template including cost of materials its cartage all taxes octroi royalty labour T&P etc. required for proper completion of the work as per direction of Engineer in charge.

Consolidation of 45-63 mm gauge approved stone ballast in 10cm (loose) thick coat including opening out stacks, sorting ballast in to different size speading making medhi to retain water also including here and fuel charges of road roller, labour for spraying screening matereial to be used for blinding purpose and also including cost of carriage of materials & water and T & P etc, required for proper completion of the work water for consolidation to be arranged by the contractor himself at his own cost as per direction of Engineer-in-charge.

Consolidation of 22.4-53 mm gauge approved stone ballast in 10cm (loose) thick coat including opening out stacks, sorting ballast in to different size speading making medhi to retain water also including here and fuel charges of road roller, labour for spraying screening matereial to be used for blinding purpose and also including cost of carriage of materials & water and T & P etc, required for proper completion of the work water for consolidation to be arranged by the contractor himself at his own cost as per direction of Engineer-in-charge.

Water allowance for consolidation of stone ballast to be allowed on item No. 1 & 2 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 50 mm thick compacted bituminous macadam on prepared /existing surface with bitumen of grade VG-10 @ 3.3 % (by weight aggregate) prepared in Batch type Hot mix plant of 100-120 TPH capacity. Dense Graded Bituminous Macadam using curshed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting from the hot mix to work site by tippers, laying with a hydrostatic paver finisher to the required grade, level and alignment , rolling with smooth wheeled, vibrator and tandem rollers to achieve the desired compaction and density as per MORTH specifications including supply of all materials, labour T&P etc. required for Proper completion of the work as per direction of Engineer in Charge including cost of tack coat (Bitumen shall be used @ 0.20kg/sqm).

providing & laying of 25 mm thick compacted semi Dense Bituminous concrete with bitumen of grade VG-10 @4.5 % ( by weight aggregate) in Batch type hot mix plant of 100-120 TPH Capacity . The prepared surface as wearing coarse over tack coat with specified graded crushed aggregate premixied with bitumen binder in a hot mix plant laying with power finisher to the required grade level and alignment, transpoting the mixed materials by tippers and rolling with power roller to achieve the desired compaction and density as per specifications including supply of all materials, labour T&P etc required for proper completion of the work as per direction of Engineer in charge including cost of tack coat (Bitumen shall be used @ 0.20kg/sqm) .

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 work in filling in patries with carted earth, filling to be done in 20cm thick layers including ramming dressing the surface to required level and slope for proper completion of the workand as per direction of engineer in charge the earth is to be arranged by the contractor including cartage of earth 5 km. from site including supply of all materials labour & T&P etc.required for proper completion of the 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.

Excavation in foundation in ordinary soil including lift upto 1.50M 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 plinth and removal and disposal of surplus earth as directed by the Engineer Incharge upto a distance of 30 Mtr. from the foundation trenches.

Concrete with 4 cm. gauge Stone ballast, approved coarse sand and cement in the proportion of 10:5:1 in Foundation and under floor including supply of all materials labour & T&P etc. required for proper completion of the work.

M-150 class brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials labour and T&P etc. required for proper completion of the work.

2.5 cm. thick plain cement concrete floor in 1:2:4 with cement approved coarse sand and 20 mm gauge approved graded stone grit laid in panels finished with 3 mm floating coat of neat cement or cement marble dust in ration 5:1 as specified over and including 8 cm. thick base concrete consisting of cement, coarse sand and 4 cm. gauge stone ballast in the proportion of 1:4:8 and removing any overlapping mortar at the joints of the panels, if any and giving them a uniform finish. including supply of all materials labour and T&P etc. required for proper completion of the work.

Struck pointing with the cement mortar consisting of one part of cement and two part of coase sand on brick work including racking the brick work including racking the joints washing and cleaning and supply of all materials,labour T&P etc. required for proper compltion of the work.

Flush pointing with the cement mortar consisting of one part of cement and two part of coares sand on brick work including racking the brick work including racking the joints washing and cleaning and supply of all materials,labour T&P etc. required for proper compltion of the work.

R.C.C. Work with cement, approved coarse sand and 2cm (3/4") gauge approved stone grit, in the proporation 1:1.5:3 in Slab excluding supply of reinforcement and its bending and including its fixing and binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc and also I/C cost of material labour and T&P etc required for the proper completion of work. Binding wire cost being included in the item

M.S. or Tor steel in plain work such as RCC work or RB work (when not included in item ) brought to required shape as necessary including binding for proper completion of the work and including supply materials, labour T&P etc. required for proper completion of the work

Supply and laying of M-30 class 80 mm thick I-Shaped mechanically compacted Rubber Moulded Precast Interlocking cement concrete Paver block/ Tiles manufactured by high pressure and controlled vibration machine having plan dimension 200mmx(160+120+160)mm with minimum 5mm thick topping of Ordinary Portland Cement mixed with 25% marble powder. The compressive strength of the concrete paver blocks shall not be less than 30MPA and weight 4.50 kg/no., including 25mm thick layer of local sand for cushuning including levelling & dressing the surface to required level & slope filling joints with local sand including cost of all materials, labour & T&P etc. required for proper completion of the work.

M-150 class brick work in 1:4 cement and coarse sand mortar in super structure including supply of all materials labour and T&P etc. required for proper completion of the work as per S.I.No.305+309

12mm thick plaster with cement and Coarse sand of 1.25 fineness modules mortar in 1:6 over brick work minimum thickness not to be less than 1 cm including supply of all materials, racking the joints, labour tools and plants etc. required for proper completion of the work.

Finishing wall with three coat of water prooffing cement paint of approved make and quality over exposed bick work including supply of all material, labour T&P etc. required for proper

M/S DEV CONSTRUCTION

M/S NARENDRA SINGH