WBNADIA/NAB/FGGP/038/2025-26

PWD Roads ,Page 240, Item-3.16 : Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-In-Charge including uprooting and removing plants and jungles when and where necessary (b) Depth above 150mm up to 300mm 1 X 53.3 X 2.85 = 151.9 sq.m

PWD Building Sch, Page-227, It-3/b : Brick edging 75 mm wide with picked jhama bricks, laid true to line and level including cutting necessary trench in soil or in hard metalled surface, laying the bricks and repacking the trench (on both side of the edging) with spoils and ramming the same thoroughly complete as per direction.(b) Brick-on-end edging (250 mm) depth. 2 x 53.3 = 106.6 m

Vide PWD Roads Sch, Page-286, it-12.04: Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge....including cost of silver sand & carriage, unloading & stacking. Analysis of rates per Cu. M. Supply of Silver sand..(Vide PWD Roads Sch, Page-219, It-4) Compaction factor of dry clean sand is 0.835. , Hence Cost of sand =429/0.835 = 513.77(Vide PWD Roads Sch, Page-280, it-12.04) 1 x 53.3 x 2.85 x 0.75= 11.39 cum

PWD Building Sch, Page-226, It-1/a: Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. (a) Single brick flat soling (thickness 75 mm.) 1 x 53.3 x 2.85 = 151.9 sq.m

Page-316,item-18.05 ii)Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approvedstout props with wooden planks/ply wood/steel sheetplate with required bracing for any kind of plain or reinforced concrete works in all sorts of minorstructure including culvert, box culvert, cross-drainetc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification anddirection. (b) Where staging is not required. Sides of Pavement:- 2 x 53.3 x 0.15 = 15.99 sq.m

Page-264, Item- 6.02 :Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with cement content as per IRC: 15-2011, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant as per approved mix design (as per IRC:44 2008), transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint polysulphide sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and clause 602 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). 1 x 53.3 x 3.00 x 0.15 = 23.985 cu.m

Page-239, Item- 3.14 & 3.15 : Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) Extra for carriage of all kinds of earth by Mechanical Transport: 1 X 53.3 X 3.00 X 0.3 = 47.97 cum

Non Scheduled : Supplying, fitting, fixing Display Board (450 mm x 350 mm in size) of Marble plate engraved in brick masonry width if 500mm height 750 mm, 150 mm below the Ground Level, masonry work started on single brick flat soling, including plastering, neat cement finnish etc, including writing as per guideline(with 3 good quality photograph ( Before work, Ongoing work, after Completion)

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