Construction of remaining portion of compound wall adjacent to MTDC and sides of main gate and two numbers of Sentry Post on both sides of the main gate for Second Campus, RIMS, Imphal.

Amount

Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan) including dressing of sides andramming 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 50m.

All kinds of soil.

Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, leadup to 50 m and lift upto 1.5 m.

Boring and Compacting of stone column of specified diameter below certain depth of excavated earth work,and compacted by hammer including (the cost of stone gravel ) at every layer of 350-450mm by 2.5-5.0 tonne complete etc .as direction of Engineer -in -charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level :

1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors,roofs having slope upto 15° landings, balconies, shelves, chajjas,lintels, bands, plain window sills,staircases and spiral stair casesabove plinth level upto floor five level, excluding the cost ofcentering,shuttering, finishing and reinforcement with 1:1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 mmnominal size)

Reinforced cement concrete work in walls (anythickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto floor five level excluding cost of centering,shuttering, finishing and reinforcement :

1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

Thermo-Mechanically Treated bars

Centering and shuttering including strutting, propping etc. and removal of form for:

Foundations, footings, bases of columns, etc. for mass concrete.

lintels, beams plinth beams, girders, bressumers and cantilevers

Columns, pillars, posts and struts (square, rectangular or polygon in plan).

Half brick masonry with Ist class common burnt clay F.P.S. (nonmodular)bricks in superstructure above plinth level upto floor V level in

Cement mortar 1 : 4 (1 cement : 4 coarse sand)

BrickworkwithIstclasscommonburntclayF.P.S.(nonmodular)bricksinsuperstructureaboveplinthleveluptofloorVlevelinallshapes and sizes in :

Cement mortar 1:4 (1 cement: 4 coarse sand)

Steelworkweldedinbuiltupsection/framedworkincludingcutting,hoisting,fixinginpositionandapplyingaprimingcoatofapproved steel primer using steel etc. as required.

Ingrating,frames,guardbar,railing,brackets,gatesandsimilarworks.

15 mm cement plaster on rough side of single or half brick wall ofmix:-

1:4 (1 cement : 4 fine sand)

12 mm cement plaster of mix:

1:4 (1 cement : 4 coarse sand)

With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre

Finishing walls with water proofing cement paint of required shade :

New work (Two or more coats applied @ 3.84 kg/10 sqm)

Painting Steel work with Deluxe Multi Surface Paint to give an evenshade. Two or more coat applied @ 0.90 ltr/10 sqm over an undercoat of primer applied @ 0.80 ltr/10 sqm of approved brand andmanufacture

Dry rubble Flooring

Steel work inbuiltup tubular(round,squareorrectangulartubesetc.)trussesetc.,including cutting, hoisting fixing in position and applying a priming coat of approved steel primer,including welding and bolted including special shaped washers etc.complete.

Electric resistance or induction butt welded tubes.

Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge)with zinc coating 120 grams per sqm as per IS: 277, in 240 mpasteel grade, 5-7 microns epoxy primer on both side of the sheetand polyester top coat 15-18 microns. Sheet should haveprotective guard film of 25 microns minimum to avoid scratchesduring transportation and should be supplied in single length upto12 metre or as desired by Engineer-in charge. The sheet shall befixed using self drilling /self tapping screws of size (5.5x 55 mm)with EPDM seal,complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins, rafters and trussesand including cutting to size and shape wherever required with

Precoated galvanised iron profile sheets 0.40 mm thick

Providing and fixing precoated galvanised steel sheet roofingaccessories , Zinc coating 120gsm as per IS: 277 in 240mpa steelgrade, 5-7 microns epoxy primer on both side of the sheet andpolyester top coat 15-18 microns using self drilling/ self tappingscrews or with polymer coated J or L hooks, bolts and nuts and orG.I. seam bolts and nuts, G.I. plain and bitumen washers complete :

Ridges plain (500 - 600mm).

Precoated galvanised iron profile sheets 0.40 mm thick

25mm wooden planking, tongued and grooved in flooring including fixing with iron screws complete with :

Ist class teak wood

M/S L SHANTIKUMAR SINGH

M/S THOUNAOJAM SANA SINGH