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Sl. No. Description of Work Quantity Unit Rate (Rs.) Amount (Rs.) 1 By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H(5th Revision-GSB(Grade-II) page-243 it-4.08(B)-ii 523.13 Cum 1152.77 603042.00 2 Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. PWD page no.47 It. no. 3 7719.00 Sqm 24.00 185256.00 3 Providing and laying Design Mix concrete for plain/ reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M-20 Grade - Using concrete mixer. (1:1.5:3) PWD page no.322 It. no. 18.07-b 1325.25 Cum 4913.75 6511947.00 4 Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. PWD page no.322 It. no. 18.05-b 928.39 Sqm 214.00 198674.00 Where staging is not required. 5 iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight PWD page no.306 It. no. 14.14(iv) 1162.50 m 20.00 23250.00 6 Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30. PWD page no.271 It. no. 10.01 4464.00 Cum 12.20 54460.00 7 Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) (i) In ordinary soil PWD page no.234 It. no. 3.01 930.00 Cum 89.90 83607.00 8 Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification PWD page no.242 It. no. 4.04 167.40 Cum 416.03 69643.00 Rs. 7729879.00 927585.00 8657464.00 86574.00 8744038.00 GST 12% TOTAL Add Labour Cess 1% TOTAL Schedule for Construction of Concrete road from Salgara more to Paharpur Pry. School at Barjora Block under Bankura Zilla Parishod. [Fund : PUAD MEGAScheme 2018-19] Length of road :

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