Providing LIS Randoul Sabot in GP Tattapani in Tehsil Karsog Distt Mandi HP) SH_ C_O Intake Structure C_O Desiliting tank C_O RCC sump well 35000 ltrs capacity C_O Pump house cum attendant room and C_O main delivery tank of 35000 ltrs capacity

Amount

Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil blasting work and chiseling /wedging out of rocks where blasting work is prohibited up all depth and lifts including pumping and baling out water where ever requared stacking the excavated earth not more than 3mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing of all surplus excavated material within all leads and lifts, useful materials available from excavation to be properly stacked and handed over free of cost to the department as per direction of the Engineer-in-Charge

Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate of 40 mm nominal) and curing complete excluding cost of form work including all leads and lifts: Foundation and Plinth.

Providing and laying cement concrete 1:6:12 (1 cement : 6 sand : 12 graded stone aggregate of 40 mm nominal) and curing complete excluding cost of form work including all leads and lifts: Foundation and Plinth.

Providing & laying cement concrete 1:1.5:3 (1 cement 1.5 sand 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in

(i) Beam cantilever, girders, lintels sides and soffits of beams haunchings cantilevers,Pillar, Padestal bresummers and lintels not ecceeding I mtr in depth

(ii) Foundation and plinth

(iii) Walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like

Placing & Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level including all leads and lifts

Providing & laying cement concrete 1:2:4 (1 cement2 sand 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement in

a) Foundation, footing & bases of columns and the the like mass concrete with in all leads and lifts complete in all respect.

b) Suspended floors, roofs, landings, shelves and their supports balconies, beams girders bressumers and cantilevers etc in all leads and lifts of any shape.

Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced conc.and plain conc.work in :-

(a) Foundation, footigs, basis of columns & the like and mass concrete in all leads and lifts.

(b) Beam, Cantilever, girders and lintels sides and soffits of beam, beam haunchings cantilevers, girders, bressuuers and lintels not exceeding 1 mtr in depth in all leads and lifts.

c)Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like

(d) Flat surfaces such as soffits of suspended floors roofs landings and the like floors etc upto 200 mm in thickness.

Laying, jointing and testing in trenches, GMS tubes (MG) tube fittings ( earth work tob paid separetly).

Scour pipe - 150 mm

Prov and fixing cast steel sluice sluice valve ( with hand wheel) as per IS 780-1984 class -I up to 300 mm dia include bars spindle as per 2906-1984 class-II for dia more than 300mm complete with bolts nuts rubber insertion etc ( the tail piece of required shall be measured and paid for separately including entire carriage of materials within all leads and lifts complete in all respect.

Out let valve 200 mm

Score valve 200 mm

Scour valve 150 mm

Steel work welded in built up section trusses and frammed work i/c cutting hoisting fixing in position and applying a priming coast of red lead paint: in grafting frammed guard bar ladder railing brackets and similar works in all leasds and lifts.

Construction chamber for sluice valve with CI surface box 100 mm top dia 160 mm bottom dia & 180 mm deep ( inside) with chained lid RCC top 1:2:4 mox ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) 100 mm thick foundation conc. 1:5:10 mox (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement nortor 1:3 ( 1 cement : 3 sand) bfinished with a floating coat of neat cement i/c curing complete 600 x 600 x 750 mm inside size with 150 mm thick walls of RCC 1:2:4 ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways.

Prov and laying in trenches 4.00 mm thick MS pipe as per ISO 3183 with all specila like tees, bends, reducers,nipples etc ( earth work to be measured and paid for separetly)

Outlet pipe 200 mm

Scour pipe 200 mm

Brick work using common butnt clay building bricks in foundation and plinth in cement mortor I :6 ( I cement 6 sand )

15 mm cement plaster in single coat on the rough side of Brick/stone/ concrete wall for interior plastering up to floor two level i/c arises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in c:m 1:6 (1 cement : 6 sand).with in all lead and lift .

Random Rubble masonry /polygonal rubble masonary (un-coursed /brought to courses ) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12(1cement: 6sand: 12graded stone agg.20mm nominal size) in plinth level in cement mortor 1:6 (1 cement : 6 sand).

Prov and fixing manually operated chain pully of cap 5 tonne i/c gantary girders as per latest specifications complete in all respect.

Providing and fixing panelled glazed or panelled and glazed shutters for doors windows & clearestory windows i/c black enamelled iron butt hinges with necessary screws: 40 mm thick 2nd class deodar woodwith in all lead and lift .

Half brick masonry in common burnt clay building bricks in : cement mortar 1:4 (1 cement : 4 sand).

Pointing on Brick work with cement mortar 1:3 (1cement : 3 sand) raised and cut.with in all lead and lift .

Providing and laying brick tiles over mumty roofs grouted with cement mortar 1:3 ( 1 cement,3 sand ) over a 12 mm layer of C.M 1:3 ( 1 cement, 3 sand ) and finished neat with in all leads and lifts complete in all respect.

6 mm cement plaster to ceiling in CM 1:3 ( 1Cement :3 Sand)

20 mm thick cement plaster in single coat on rough side of brick/stone/concrete walls for interior plastering up to floor -2 level including arrisses,internal rounded angles,chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with in all leads and lifts in C.M 1:6 ( 1 cement : 6 sand )

Providing & fixing M.S. grills of required pattern in wooden frame of window etc.with M.S. flats, square or round barswith round headedbolts and nuts by screws plain grills.

Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of IS gauge specification 8 S.G with wire of dia 0.56 mm for doors,windows i/c bright finished black enamelled iron butt hinges with necessary screws 30 mm thick of 2nd class deodar wood with in all leads and lifts complete in all respect.

Boulder filling behind retaining wall under floor with in all leads and lifts complete in all respect.

Providing plinth protection 50 mm thick in cement concrete 1:3:6 ( 1 cement, 3 sand,6 graded stone aggregate 20 mm nominal size ) with in all leads and lifts complete in all respect.

Constructing coursed rubble hammer dressed "U" shape open surface drain with side wall 15 X 22 cm in cementy mortar 1:6 ( 1 cement, 6 sand ) and inside plastering with cement mortar 1:3 ( 1 cement, 3 sand ) i/c earth work and laying 10 cms cement concrete in 1:5;10 ( 1 cement,5 sand,10 graded stone aggregate 40 mm nominal size ) and 7.5 cms cement concrete 1:2:4 ( 1 cement,2 sand,4 graded stone aggregate 20 mm nominal size ) and finished with a floating coat of neat cement complete as per standard design with in all leads and lifts complete in all respect.

White washing with lime on undecorated wall surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt , dust and other foreign matters.

Distempering with dry distemper of approved brand and manufacture (two coats) and of required shade on undecorated wall surfaces to give an even shade sand papered smooth.

Finishing wall with water proofing cement paint of approved brand and manufacture (two coats ) brushing to give an even shade I/c cleaning of oil,dirt,dust and other foreign matters,sand papering and knotting etc.with in all leads and lifts complete in all respect.

Providing and fixing anodised MS sliding door bolts with bolts and nuts screws etc. complete.

Providing and fixing anodised MS tower bolts ( barrel type) with screws etc. complete.

Providing ad fixing anodised MS handles with necessary screws etc. complete.

Applying priming coat on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil,greese,dirt and other foreign matters,sand papering and knotting.Ready mixed paint brushing wood primer pink.

Painting two coats (excluding priming coat) on new wood and wood based surfaces,with enamel paint to give an even shade including cleaningthe surface of dirt ,dust and other foreign matters sand papering and stopping with enamel paint other than white

Prov and fixing industrial floor tile 12mm thick using ordinary cement in flooring cement mortor 1:6 ( 1 cement : 6 sand) jointing with neat cement slurry.

Providing and fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges, jump lock jamb, beed and if required angle threshold of mild steel angle of section 50X25 mm or base ties of 1.25 mm pressed mild steel welded or regidly fixed together by mechanical means, adjustable lugs with split and tails to each jamb including steel but things 2.5 mm thick with gaurds, lock strike plate and shock as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by Engineer-in-charge.

PREM LAL

SOM KRISHAN GOVT CONTRACTOR

MAHENDER KUMAR

JITENDER KUMAR

Ramesh Kumar

Babu Ram