Providing BT Road at Sarkar Udayampatty Main Road Cross 3 in Ward no-13, Karumariyamman Kovil Street Cross 2 in Ward no-13, Karumariyamman Kovil Street Cross 4 in Ward no-13, Nethaji nagar OHT North side in Ward no-16, Nethaji nagar OHT East side in

Amount

Preparing the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply and other Pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications.

Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900

Providing and laying,Spreading and compacting graded stone aggregate to WMM (Wet Mix Mecadam) 150 mm compacted thick in two layers of 75 mm thick or else as specified on the prepared sub base with graded stone aggregate and granular material of quality size and grading pasting in layer with motor grader and compaction with vibrating rollers of 80-100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments equipments safety measures testing and incidents necessary etc.,complete as per standard specification of Clause MORTH 406

Providing and Laying tack coat over primed WMM Surface using 7 Kgs of Bituminous Emulsion per 10M2 area including cost of bituminous binder at the site, including labour charges for pre-paring the surface and applying the required quantity of bituminous binder as tack coat manually etc.,

Providing and Laying tack coat over WMM Surface using 2.50 Kgs of Bituminous Emulsion per 10M2 area including cost of bituminous binder at the site, including labour charges for pre-paring the surface and applying the required quantity of bituminous binder as tack coat manually etc.,

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5

Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 45.27kgs of VG30 bitumen for premixing per 10sqm and 5.03kg shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant, mixed well with 45.27kgs of hot bitumen(160 degree celcious ) 60/70 grade for premixing per 10 sqm, to lay 30mm compacted thick of Bituminous Concrete including the cost of material ( the cost of municipal plastic waste obtained by the contractor from the municipality will be recovered) and conveyance of all materials to site , cost of heating the aggregate and mixing the shredded plastic with the hot aggregate and heating the bitumen to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonne capacity. conveying the mix ty tipper trucks to paver site , spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne vibratory / Pneumatic roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 CMP with bitumen boiler, tipper trucks , Pavar finisher , Vibratory / Pneumatic roller and all other tools and plant required , including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum

Plain cement concrete 1:4:8 mix using 20 mm ISS metal (One cement Four Sand and Eight aggregate) from the approved quarry including mixing, laying, consolidating curing cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification.

Steel centering for side and sifits including supports and strutting upto 1m height for plain surface such as RCC slab with all cross bracings using mild steel sheet of size 90cmx60cmx10 gauge stiffened with welded miled steel angles of size 25x25x6mm for laid over silver oak for coundary wood joints of size 10x6.5 cm spaced at about 90cm centre to centre and supported by casurials props of 10cm to 13 cm dia spaced at about 75cm centre to centre and support etc completed as per std specification.

Plain cement concrete 1:2:4 mix using 20 mm ISS metal (One cement Two Sand and Four aggregate) from the approved quarry including mixing, laying, consolidating curing cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification.

Plastering with cement mortar (1:4) 12mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309)

Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials)

Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.

Goods and Service Tax @ 18%

SRI AMMAN ASSOCIATES