WB/58/APAS-34/BDOKNT/25-26/85

Vide PWD (Roads) SOR, Vol-III, Page No -282 Item No-11.01: Excavation for Structures: Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Vide PWD SOR, Vol-III, Page-332 & 333 Item-18.07 (a): Providing and laying Design Mix concrete for Plain / Reinforced Cement Concrete in any part of foundation of bridge /culvert with graded stone chips of appropriate nominal sizes , including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone , both of approved quality and cement , as necessary , cost of curing with water ,including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in charge , cost of quality control, sampling , testing etc all complete but excluding cost of formwork and reinforcement works. b) M-15 Grade. using concrete mixer

Vide PWD SOR, Vol-III, Page No - 332 ,Item No-18.05 (a)(b). Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ ply board/ 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. (a) Where staging is not required.

Vide PWD SOR, Vol-III, Page No - 304 ,Item No-13.03: Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.

Vide PWD SOR, Vol-I, Page No -270, Item No-8.07. Providing and fitting Concrete Sign Board as per IRC specification of size 900x750x37 mm thick made with RCC 1:1.5:3 with N.B. variety stone chips reinforced with duble layer IRC febric .......lettering sign marks etc. as per direction of Engineer-in charge.

P.W.D (Roads)2018,Page No -285, Item No-12.02 Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m.

P.W.D (Roads)2018,Page No -285, Item No-12.03 Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by the Engineer-in-charge.

P.W.D (Roads)2018,P.W.D (Roads)2018/317/15.2 & See Analisis Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. Construction wing is to add cost and carriage of 1.00 cu.m. of stone with minimum size of 200 mm & 0.20 cu.m of stone spalls only to arrive at consolidated rate.

P.W.D (Building)2017,Page No -35 of 315, Item No-22 (II)(a) 3rd CORRIGENDA (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety [In ground floor] (a) 1:3:6 proportion

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