Construction work of 10 Kisan Bazaars in Ramnagar Mandi Complex

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 2.8.1

Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) 4.1.8

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

Reinforced cement concrete work in walls (any thickness), includingattached 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 andreinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stoneaggregate 20 mm nominal size). 5.2.2

Centering and shuttering including strutting, propping etc. and removal of form for all heights : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 5.9.1

Centering and shuttering including strutting, propping etc. and removalof form for all heights :Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.9.5

Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform 5.9.3

Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts 5-9-6

Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) 6.4.1

Reinforced cement concrete work in beams, suspended floors, roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).5.3

Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars 5.22.1

Providing wood work in frames of doors, windows, clerestory windowsand other frames, wrought framed and fixed in position with hold fastlugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).teak wood cum 92743.05 9.1.2

Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as requiredIn gratings, frames, guard bar, ladder, railings, brackets, gatesand similar works 10.25.2

Supplying and fixing rolling shutters of approved make, made of requiredsize M.S. laths, interlocked together through their entire length andjointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside andoutside locking with push and pull operation complete, including thecost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strengthconforming to IS: 4454 - part 1 and M.S. top cover of required thicknessfor rolling shutters 80x1.25 mm M.S. laths with 1.25 mm thick top cover .10.6.1

Providing and fixing ball bearing for rolling shutters 10.7

Extra for providing mechanical device chain and crank operation foroperating rolling shutters. Exceeding 10.00 sqm and upto 16.80 sqm in the area 10.8.1

Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete. Fixed to steel windows by welding 9.48.1

12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) 13.1.2

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster 13.9.1

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete 13.26

Distempering with oil bound washable distemper of approved brandand manufacture to give an even shade : New work (two or more coats) over and including waterthinnable priming coat with cement primer 13.41.1

Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per anufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqmover and including one coat of Special primer applied @0.75 ltr /10 sqm 13.48.1

Providing and fixing glazed shutters for doors, windows and clerestorywindows using 4 mm thick float glass panes, including ISI marked M.S.pressed butt hinges bright finished of required size with necessary screws.Kiln seasoned and chemically treated hollock wood 35 mm thick 9.9.2.1

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate 11.3.1

Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stoneaggregate 20 mm nominal size) 4.1.2

Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge. In cement mortar 15.7.4

Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as per directionof Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent designmix) 15.2.1

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture 13.48.3

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. 11.27

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