Construction of Lift Irrigation Scheme Shimsha Drass (All civil component. Like Pump House 03 No. Sump House 02 No. Water Reservoir Tank 01 No. Chokidar Shed 01 No.) Under SDP

Earth work in excavation by manual menas over areas (excluding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 mtr and lift upto 1.5 mtr as directed by Engineer incharge

All Kind of soil

Ordinary Rock

Hard Rock by chiesling

Earth work in excavation by manual means in trenches for foundations, drains, pipes-cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed by site engineer.

All Kind of soil

Ordinary Rock

Hard Rock by chiesling

Dumping stone filling in horizontal on level excluding cost of stone

Filling available excavated earth (Excluding rock) in trenchs, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consilidating each deposited layer by ramming and watering, lead upto 50 mtr and lift upto 1.5 mtr

Dumping stone filling in horizontal on level including cost of stone

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Providing and laying in position specified grade of cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level. 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement: 2 coarse sand lone III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources

Providing and laying in position reinforced cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 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)

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

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15º 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).

Random rubble masonry with hard stone laid dry in foundation, plinth & walls Laid with bond stone

Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480kg(max excluding plums) and water 34Kg (max) per 50kg of cement) nominal max size of stone aggregate 20mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @20% of gross volume upto plinth level excluding cost of form work and including curing complete..

Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement: 3 coarse sand), cost of required centering, shuttering complete: 1:1½:3 (1) Cement: 1½ coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level

20 mm Cement plaster of mix: 1:4 (1 cement: 4 coarse sand).

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

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

Wall (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Column, pillar piers, Abutments, Posts and struts

Lintels, beams, plinth beams, griders, bressumers and cantilevers

Suspended floors, roofs, landings, balconies, and access platform

Edge of slab and breaks in floors and walls under 20 cm wide

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to 18:4454 part-1 and M.S. top cover of required thickness for rolling shutters.i 80x1.25 mm M.S. laths with 1.25 mm thick top cover

Providing fixing. Angle Iron Size (50x50x6)mm trusses, purlin, strut, and framed work, including cutting, hoisting, fixing in position including all carriage complete

Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.1. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch inhorizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gram/m2

Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L books, bolts and nuts 8mm dia G.1. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gram/m

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately, First class kail wood

Providing and fixing panelled or panelled and glazed shutters for doors, windows and Clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately). First class kail wood

Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position Budloo/Fir wood

Providing and fixing 6mm thick commercial plywood for Ceiling including nailing complete

Distempering with oil bound washable Distemper

Painting with synthentic enamal paint on steel work including steel primer of approved brand

Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)

Providing and fixing plained eaves boarding. 2nd class kail wood (300x40) mm (nominal size)

Providing and fixing Weather boarding. 2nd class kail wood 35 mm Thick

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. (Finishing) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.

Providing and fixing 4 mm thick glass including all necessery fixture.

Carriage of materials from sources to actual site of work

a):-Sand/ stone agg for an avg lead of 25 km by MT and 400 Mtr by Headload

b):-Cement 25 KM MT and 400m by Headload

c) Steel by MT 25Km and 400 Mtr Headload

d):-Stone 100 mtr by Head load

Providing and fixing of 2"x2" mesh including all carriage up to site.

Providing & fixing of all sanitory items complete including tileing, fixing of fancy fitting geaser 2no 25 ltr PVc fitting of required Dia up to septick tank all carriage complete and as per the direction of site engineer

Providing & fixing of all lighting and heating points including fixing of LED blub greaser etc complete job as per the direction of site engineer

Providing and fixing of steel gate including all accesserories, painting as the direction of site engineer