WBMAD 89 ( DEV/ MDF/ KM ) 2025-2026

Fixing post of iron or precast concrete by digginghole in the ground(inallsortsofsoil)andembeddingthesamebypackingthe holewithcementconcrete(1:3:6) (withjhamakhoa.ForPurulia, Bankura and Darjeeling Hill by Pakur Variety, Local Black Hard Stone&Bazree respectively) and finishing the top surface to regular shape (as directed) with 15 cm cement plaster (1:6) complete, includingthecostof concrete, plasteretc. but excluding the cost of the post : (i) Average dia. of the hole 200 mm. to 300 mm. (a) Depth 450 mm. to 500 mm. [Cement 8 kg/No.]

M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sectionsconforming toIS:226, IS:808&SP(6)-1964connected tooneanotherwith bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conformingto IS:816-1969 & IS:1995 using electrodes of approved make and brandconforming to IS:814-2004, haulage, hoistinganderection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes,gasandhirechargeofall toolsand plants and labour required for thework including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts andnutsmay bemake by adding the actual weight of such items with the weight of finished structural member sor7% of weight for finished structural members weighing not less than 22.5Kg. /m.or15% of weight for finished structal members weighing less than 22.5Kg. /m.may be increased allow for bracket, cleat, rivet, boltsandnuts etc. and no seperate paymen tbe ing made for the se items,as perdirection of Engineer In Charge.Theratesareconsideredforaheightoferection8m. /2nd floor level fromtheground.Add1.5%extraover therate foreach additional floor or 4m. beyond initiial 8m. or part thereof. I)For structuralmembers of specifiedsectionsweighing less than 22.5 Kg./m

Supplying fitting and fixing 600 mm ( ±30 mm) diametre R.B.T (Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx.6 meters length at site clippedwith two nos. of horizontal R.B.T strands which will be tensioned and fixed with the vertical M.S angle iron posts by means of security fasteners (such as 'C' clips, R.B.T clips etc.) SOR, PWD (BUILDING), 3RD CORRIGENDA, PAGE NO:-222, ITEM NO :- 13 )

Labour forfitting line of wire to posts, tighteningbystrainingbolts and fixing thewire ( in taut condition) to thepostwithstaples (including the cost of cuttingand lapping joints in thewire, as necessaryandincludingthecostofstaplesandstrainingboltsand also the labour for fixing the staples but excluding the cost of straining bolts) (Payment to be made on length of the individual line of wire) (d) Barbed wire

(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railinget c. fitted and fixed with necessary screws and lugsin ground floor. (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.

Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: (b) Two Coats

Applying Acrylic Emulsion Paint of approved make and brandon walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : (Two coats) i) Standard Quality

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (iv) With carried earth arranged by the contractor within a radius exceeding 5 km. but not exceeding 10 km. including cost of carried earth.

Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure, ground floor

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (b) 20 mm thick plaster

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.

Fountain dia - 2.5 ft Ht. 3ft Pump - 0.5 hp 6mm FRP make model(Including supply & fitting fixing ceramic tiles & others fitting materials)