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Rs. Ps. Excavation for foundation up to 1.5 Mt. Depth including sorting out and stacking of useful materials and deposing of the excavated stuff up to 50mtr. lead (A)Loose or soft soil Add 1% Labour cess Supplying and fixing reinforced concrete heavy duty non pressure pipes with collars for culverts carrying heavy traffic as per Indian Railway standard Specifications including setting the pipe in C.M. 1:21 watering and laying (to level or slopes) of class N.P./3 of the 300 mm internal dia. meter with collar and butt. ends prepared for collar joints comp. Add 1% Labour cess Filling available excavated earth excluding rock in trenches plinth sides of found etc. inlaters not exceeding 20 cm in depth consolidation each deposited layer by ramming and watering . Add 1% Labour cess 43572.30 ASSISTANT MUNICIPAL ENGINEER (DEGREE CIVIL) BILIMORA MUNICIPALITY Rs. Ps. Box cutting the road surface to proper slope and chamber for making a base for road work including removing the excavated stuff and depositing stuff and depositing on the road side slope as directed up to 3.00 KM lead. Add 1% Labour cess Supplying and stacking coarse sand for base coarse on site of work as per specification and filling the measure boxes of standard size etc.comp. Add 1% Labour cess 2 132.00 CM 355.37 CM 47377.93 3.55 358.92 1 515.00 CM 205.26 CM 106765.99 2.05 207.31 Quantity Unit Phase No2:- Preparing Carpet Sealcoat Road Sr.N o. I T E M Unit Amount Rate Phase No1:- Providing and Laying R.C.C. Pipe Drain 3 24.00 CM 78.60 CM 1905.36 0.79 79.39 2 Sr.N o. Quantity Unit 54.00 RM RM 704.98 698.00 SCHEDULE - B BILIMORA MUNICIPALITY TENDER FORM Name of Work :-Preparing Carpet Sealcoat and Block Paving at Bhagya laxmi soc.& Ganesh Socitey Road in ward no.7 Amount 1 29.20 CM 122.00 CM 1.22 123.22 Phase No.1 Total Amount.... Chief Officer Bilimora Municipality 6.98 I T E M Rate Unit 3598.02 38068.92 Spreading the sand for base coarse forming the surface to required camber and gradient as directed. Add 1% Labour cess Providing, laying, spreading and compacting WBM 100 mm thick as per MORTH specification (Grade II) using stone aggregate 45 mm to 63 mm size and stone screening 13.2 mm nominal size 0.16 Cum/10 Sqm as filler and binding material 0.08 Cum/10 Sqm including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density. . Add 1% Labor Cess Total Providing and laying wet mix macadam base course 150 mm thick as per MORTH specification using machine crushed B.T. chips as per required gradation, maxing with required optimum quantity of water, conveying the mix to site of work, spreading in to grade and camber with paver /mechanical means and consolidation each layer with vibratory roller to aschieve the desired density including cost of material labour plant and equipment etc. complete. Add 1% Labor Cess Total Providing and applying priming coat with emulsion at the rate of 7.50kg/10sq.mt. including cost of emulsion and preparing the surface and applying etc. cpmplete. Add 1% Labor Cess Total Providing and laying with bitumenous base course 37.5 mm thick compacted in one layer with cost of Asphalt 80/100(VG- 10) at the Rate of 2.5 kg/10 sqmt. & using B.T stone aggregates of required gradation and asphalt 80/100 (VG-10) grade for mixing @ 1.99 % by weight of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidattion with vibratory roller including providing all materials , equipments, tools , and plants , oil kerosene , fire wood, labour charges , etc. comp. Add 1% Labor Cess Total Providing and laying 37.5 mm thick bituminous macadam with tack coat at 2.50 kg/ 10 sq. m of bitumen with mechanical speyer and using stone chips as per MOR

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