Providing BT road and renewal BT at RM colony 11th Cross street, Ramanathapuram cross road, Muniyappan kovil street 1,2,3,4 in ward no 4

Amount

Providing and laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed materials by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.

Providing and laying Prime coat of 7 kgs /10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SSI) for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manaually etc., complete.

Providing and laying tack coat of 2kgs/10sqm over the BT surface treated with binder using 2 kgs of bituminous Emulsion (RS) for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tak coat manually etc., complete as per 503 of MORTH

Providing andy laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2 - 2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capatiry conveying the mix by tipper trucks to paver

Providing and laying Biruminous Concrete to 30mm thick using 0.13cum of 19.00 - 9.50mm, 0.17cum of 9.50 - 2.36mm and 0.26 cum of 2.36mm & below and with 45.27 kgs of VG30 & 5.03 kg of plastic waste (total.50.30kg) bitumen for prrmixing peer 10 sqm including cost and cconveyance of all meterials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in rquired temperature in central hot mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tone vibratory / pneumatic roller to the required density etc., including labour for attending to paver ay sity etc., including hire charges and fuel charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver Finisher, vibratory / pneumatic follers and all other tools and plant required, including fuel and all other incidental charges etc., complete and per specification using CMP as per clause 507 MORTH Rev-5

Dismantling clearing away and carefully stacking materials useful for re-use for any thickness of walls

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 (one part of cement, four part of Crushed Stone Sand (M-Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification

Centering for soffits of RCC slabs of plane surface like lintels, beams, etc., including strutting 3m high using mild steel sheets of size 90cm X 60 vm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3m laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c) and supported by casurina props of 10 cm to 13cm dia (spaced of 75 cm C/C) complying with standard specification and directed - 10 m 2 (P & D) Data 38 a) side wall

Plain cement Concrete 1:2:4 (one cement, Two Crushed Stone Sand (M-Sand) and fourcoarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

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 91103 to accelerate, related setting of convrete, improve workability

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

Sub total

Provision for GST (18%)

Provision for LWF (1%)

Contingences and Other unforseen items

N R V & CO (BID ID -1367622)