Construction of Market Shed at Hongkong Market at Angarkata under the Award of Direct Grant of 6th ASFC fund for the year 2021-22 (1st Installment) during 2025-26.

CONSTRUCTION OF MARKET SHED : Item No. 1/2.8:- Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (a) In ordinary soil

Item No. 2/(Analysis):- Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.Brick on flat soling. (A) Brick on flat soiling

Item No. 3/2.25(a):-Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Item No. 4/4.1:- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 4.1.5 : PCC 1:3:6

Item No. 5/5.9:- Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1:- Foundations, footings, bases of columns, etc. for mass concrete

5.9.1:- Foundations, footings, bases of columns, etc. for mass concrete Post

5.9.5:- Lintels, beams, plinth beams, girders, bressumers and cantilevers

Item No. 6/5.1:- Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.3:- 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources)

tem No. 7/5.2:- Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2:- 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Brick work with common burnt clay F.P.S. ( non-modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

Item No. 9/6.8:- Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level.

Item No. 10/13.8:- 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : (a) In Proportion 1:3 (1 Cement : 3 Sand)

tem No. 11/11.3 : Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 / 40 mm thick with 20 mm nominal size stone aggregate

Item No.12/10.16:-Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes

Item No. 13/13.37:- White washing with lime to give an even shade : 13.37.1 New work (three or more coats)

Item No.14/12.1 :-Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpetwashers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheetscomplete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 14.1.3/ 0.63 mm thick with zinc coating not less than 275 gm/ m²

Item No. 15/5.22:- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (ii) Super Ductile (SD) TMT reinforcement bars.

5.22.1 Mild steel and Medium Tensile steel bars (6mm dia)

CONSTRUCTION OF DRAIN : 1/1.1 : Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A)Up to a depth of 2.00m below the existing ground level. (a)In ordinary soil

2/4.1.1 : Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.

3/2.1.1 : Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).(a) In prop 1cement: 3 sand :6 coarse aggregate by volume

4/4.1.4 : Brick work in cement mortar with 1st class brick (b) In prop 1:4

5/6.2.2 :15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. B) On fair side a) In cement mortar 1:3

6/3.1.1 :Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:(b) Using 25mm thick plank.

7/ 3.4: Construction of Embankment with Material Obtained from Borrow Pits

Cost of Sign Board

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