Imp. of distribution system of various WSS under Luddu Baat Uteep Belly in tehsil and distt. chamba

Amount

Cutting in earth work in all kind of soil such as pick, jumper work blasting hard and soft rock chiseling soft or hard rock where blasting is prohibited and disposal of all ececavated earth work in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Excavation in foundation trenches etc. in earth work in all depths and in all classification of earth work such as pick work,jumper work,saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/hard rock, where blasting is prohibited,in all lifts including trimming and dressing or dies, levelling of beds to correct grade including shoning structuring, planking timbering and dewatering whereever required staking the excavatd soil not or than 3 mtr clear form edge of excavation and then returning the stacked soil in 15 cm layer when required into plinths, side of foundation etc. consolidating each deposited layer by ramming and watering and then disposing the surplus excavated earth as directed with in all leads & lifts as per direction as satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge.

P/L cement concrete 1:5:10 (1cement:5sand:10 graded stone aggrgate 40mm nominal size) in foundation & plinth with 15%plum and curing complete excluding cost of form work in retaining walls/Breast walls,the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D Specification.

Providing and laying cement concrete 1:6:12(1: cement :6 sand :12 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge.

Providing and laying cement conrete 1 : 3 :6 . ( 1 cement : 3 sand and : 6 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded crushed stone aggregate of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-

Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge.

Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge.

Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge.

Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone aggregate of 20mm. Nominal size) and curing complete excluding the cost of form work in

Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge.

Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling and removal of the same for insitu-reinforced concrete and plain concrete work in :-

Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Edge of slab brakes in floors and walls under 20mm wide within all leads and lifts as per direction of the Engineer-in-charge.

Foundation footing bases of column, foundation drains etc.within all leads and lifts as per direction of the Engineer-in-charge.

Providing mild steel/tor steel (reinforcement for RCC work) within bending,binding and placing in positioncomplete in all respect including all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge.

Finishing wall with water profing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials as per direction of Engineer-in-charge

Providing and fixing steel fiber reinforcement cement concrete (SFRC) man hole cover (Medium duty) and frame conforming to IS 12592 (Part-I) 1988 with latest ammendsments internal dia 500mm(Medium Duty) with in all leads and lifts as per direction of the Engineer-in-charge.

Providing and fixing MS Manhole cover 600x450mm with frame of MS angles 50x50x6mm and cover of black sheet 3.15mm thick complete with angles frames, flats etc.including locking arrangement.within all leads and lifts as per direction of the Engineer-in-charge.

Providing & placing in horizontal layers Filtering media duly graded screened washed and cleaned as specified by the Engineer-in-charge.

Top layer Fine sand (Eff: size 0.20mm to 0.40 and Uniformity-co-efficient 2.00 to 3.00)

Second Layer : Coarse and 3mm-6mm

Third Layer:-Bajri 6mm to 20mm

Forth Layer:- 20mm tp 25mm

Bottem Layer:- Broken stone 50mm to 75mm

Steel work welded in built-up section,trusses and framed work including cutting housting, fixing in position and applying a primering coat of red lead paint in grating, framed guard bar, ladders, railing, brackets and similars work with in all leads and lifts as per the direction of Engineer-in Charge.

Steel work in single section including cutting, hoisting fixing in position and applying a priming coat of red lead paint in R.S. joists, channels angle, tees.For steel Gate.

Providing and supplying MS Sheet storage tank welded arround complete with 40mm nominal bore galvanised mild steel over flow tubes with fitting and mosquito proof coupling of approved municipal design 15mm nominal bore ball valve and mosquite proof galvanised mild steel cover with locking arrangement including providing pads of size as required for inlet and out let tubes and inside painting with a priming coat of red lead and three coats of bitumenous paint including housing upto a height of 10 mtrs above ground level as per direction of Engineer in Charge 270 lit. net capacity storage tank of 2.00 mm thick M.S. Sheet

Wire crates of G.I. wirefilled with boulders with square cut faces against the wire (Wire crates to be measurd & paid for separetely) with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge.

Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately) G.I. wire 5mm thick corrospanding to SWG 6 (15cmx 15cm mesh.)

Supplying and fixing galvinised steel barbed wire (IS-278-1962 type-I) weighting 9.38 Kgs./ 100 mtr and fixing to any type of stanared rails, straining bolt including securing with and p[oistion of GMS, staples or steel pins etc with in all leads and lifts as per the direction of Engineer-in-Charge .

Laying, Jointing in trenches galvanized mild steel tubes including fittings complete (earth work in trenches to be measured and paid for seperately as per the direction of the Engineer-in-charge with in all leads and lifts of the following nominal bores:.

50mm dia Nominal bore

40mm dia Nominal bore

32mm dia Nominal bore

25mm dia Nominal bore

20mm dia Nominal bore

Providing and fixing brass full way wheel valve of ISI marked of following dia Complete with in all leads and lifts as per direction of the Engineer-in-charge.

50mm dia Nominal bore

40mm dia Nominal bore

32mm dia Nominal bore

25mm dia Nominal bore

20mm dia Nominal bore

Sanjeev

Bidder Name

P C Construction

ARVIND BUILDERS AND CONTRACTORS

MS Kamal Dev Sharma