Providing FHTC to LO HH for NSJ under JJM for Hatkoti Section under JSV Sub Division Saraswatiagnar Tehsil Jubbal Distt Shimla HP SH Civil and pipe line work

Amount

Excavation in foundation(trenches for laying of pipes and M/holes chamber) upto all depths in all classification of earth work such as pick work, jumper work, blasting soft/hard rock or chieselling soft/hard rock where blasting is prohibited, cutting of matelled bitumenous roads / pucca C.C pavements i/c saturated soil/ bailing or pumping out water in all lifts including trimming and dressing of sides,levelling of beds to correct grade including shoring,strutting,planking,timbering and dewatering wherever required, stacking the useable and un-usable material/soil separately and after laying, jointing and testing of pipes returning the useable soil to trenches in 15cm (fifteen centimeters)layers including consolidating of each deposited layer by ramming and watering and then disposing of all surplus excavated soil,un-usable materials as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and also including cost of diversion of traffic, night signals,fixing caution boards,providing temporary crossing over trenches for access to houses,fencing etc.complete in all respects within all leads and lifts as per the directions of Engineer-in-charge.

Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-In-Charge.

Providing and laying cement concrete 1:1:2 (1cement :1Sand: 2 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in:-

foundation footing and bases of columns & like mass concrete.

ii) Walls (Any thickness) attached pillasters, pillasters, buttresses, beam girder and contilevers upto floor two level with in all leads & lifts as per direction of Engineer - in charge.

Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : -

foundation and Plinth.

Providing and laying cement concrete 1:1.5:3 (1cement :1.5 Sand: 3 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in:-

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

Providing Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete in all respect in foundation up to floor two levels.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish i/c centering, shuttering and propping etc with wooden battens & ballies height of propping and centring below supporting first carrying not exceeding 4 mtrs and removel of the same for insitu-reingorced concrete & plain concrete work such as:

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads and lifts as per the direction of the Engineer - in - Charge.

In flat surfaces such as soffits,suspended floors,roofs landing and the like 'Floors etc. upto 200 mm thickness in M.H chamber, flushing tanks etc.

Providing and laying (porus) No fine cincrete 1:4 (1 cement: 4 graded stone agg. 40mm) and above and curing complete with weep holes or porus etc. with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge.

Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts.

Broken Stone 50 to 75 mm

Bazari 20 mm to 25 mm

Bajari 6 mm to 20mm

Coarse Sand 3 mm to 6 mm

Fine sand eff. Size (0.20 mm to 0.40 mm and uniformity 3.00)

Providing and fixing MS Sheet Man hole cover with locking arrangement including lock, nuts & bolts & other fittings complete with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge.

R/R masonary/polygone rubble masonry (uncoursed/brought to course) with hard stone of approved quality in foundation & plinth including levelling up with cement concrete 1:6:12 (1cement:6sand:12aggrigate 20mm nominal size)at plinth level in CM 1:6 (1cement:6sand) within all leads and lifts as per the directions of the Engineer in charge.

C/O Dry rubble masnory in breast wall and retaining walls revetment walls and parapets etc. with in all leads and lifts as per the direction of the Engineer - in - charge.

10 mm thick cement plaster in single coat on fair sides of brick/concrete/ stone walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth and finished even smooth in cm 1:3 (1cement: 3 sand) within all leads and lifts and as directed by the Engineer-in-charge.

Steel work welded in built up sections, trusses and framed work,including cutting,hoisting ,fixing in position and applying a priming coat of red lead paint in grating framed guard bars, ladders, railing, brackets and similar work with in all leads and lifts as per directed by the Engineer-in-Charge.

Steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat of red lead paint in R.S. Joists,channels, angles, tees etc. with in all leads and lifts as directed by the Engineer Incharge

Supply & fixing galvanised steel bar-bed wire (IS 278-1962 Type -1 ) weighing 9.38 kg per 100 mtr. Min. staining & fixing to any type of standard rails straining bolts i/c securing with & provision of gavanised mild steel wire staples or steel pins etc. with in all leads & lifts as directed by Engineer in-charge.

Providing and fixing pressed steel door, frames, manufactured from comercial mild steel sheet of 1.25 mm thickness including hinges jump block Jamb, beed, and if required angle threshold of mil steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or regidly fixed together by machanical means adjustable lugs with split and tails to each Jamb i/c steel but things 2.5mm thick with guards lock strike plate and shock as specified and applying a coat of applying steel primer after pretreatment of the surfaces directed by the Engineer-in-charge. (Profile A)

Laying , jointing and testing in trenches Galvanised Mild Steel tube of the following dia metres including smooth bending by necessary bends, or through pipe bending machine with necessary all pipe fittings such as Tees, Elbows, Union & Reducers etc. of ISI marked & testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. (Earth work in trenches to be measured and paid for separately)

Providing nad fixing C.I. sluice valve with hand wheel as per IS 780 class 1.00 300mm dia including brass spindal and as per IS 2906 class-II diameter more than 300 mm complete with bolt nuts rubber insertion etc (the tail piece if required shall be measured and paid seperately) (80 mm dia)

Vikram Rithwan Contractor

CHATTER SINGH RATHORE