Improvement and extension of WSS in GP Bran, Katrain and Hallan-II Tehsil Manali District Kullu H.P.

Amount

Excavation in foundation trenches etc. in all kinds of soil in all leads and lifts such as pick work, jumper work in saturated/un saturated soil including bailing out water, blasting work in hard/ soft rock or chieselling in hard/soft rock where blasting in prohibited in all leads and lifts stacking the excavated earth more than 3mtr. clear from the edge of excavation and then returing 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 earth as directed with in all leads and lifts and handing over the usable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts complete in all respect.

Cutting in earth work and disposal of excavated earth in all kinds of soil in pick work, jumper work and blasting work complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.

Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the entire satisfaction of the Engineer in charge.

Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work within all leads and lifts as per the entire satisfaction of the Engineer in charge in:

Foundations, footings, basis of columns & the like and mass concrete.

wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level.

Suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level

Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded crushed stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. in:-

Suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level.( Roof any shape and size).

Providing & laying of mild/tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor level within all leads and lifts as per the entire satisfaction of the Engineer in charge.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish including centering,shuttering,strutting and propping etc. with wooden battons and ballies,height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtr and removal of the samefor in situreinforced and plain concrete work in within all leads and lifts as per the entire satisfaction of the Engineer in charge.:-

Flat surfaces such as soffits of suspended floors,roofs,landing and the like floor etc. up to 200 mm in thickness.

Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like.

Edge of slab including all leads and lifts complete in all respect.

Fixing, jointing and testing of GMS tube light grade of following dia meter for inlet, outlet & scour etc. complete including fitting with tees, unions, sockets of ISI marked complete within all leads and lifts as per the entire satisfaction of the Engineer in charge.

65mm dia

80mm dia

100mm dia

Manufacturing and fixing 1 metre high 100mm dia GMS tube vent pipe plugged at top including drilling minimum 30 hole of 8 mm dia in periphery of pipe for ventilation as per the eitire satisfation of engineer in charge.

Providing and fixing CSFRC man hole cover 560 mm dia medium duty and frame confirming to IS-12592 part-II 1990 with latest amendments complete in all respect.

Providing and fixing MS man hole cover of size 600x600mm made up of 3.15 mm thick MS sheel fixed in angle iron frame of 50x50x5mm supproted with MS flat of 50x5mm at center of sheet including fising hold fast, hinges and locking arrangment and lock of medium size etc. complete in all respect.

Providing and fixing of C.I. sluice valve of approved make (with hand wheel) as per IS:780-1984 class-I of following dia meter including bars spindle 7 as per 2906-1984 class-II for floowing dia metr complete with nuts, rubber insertion etc. the tail piece if required shall be measred & paid for separately including entire carriage of material with in all leads anf lifts complete in all respects.

65mm dia eter for inlet,outlet and scour

80mm dia meter for inlet,outlet and scour

100mm dia meter for inlet,outlet and scour

Providing and placing in filtering media in horizontal layers duly graded, screened, cleaned and washed as specified by Engineer in charge within all leads and lifts.

Top layer, Fine sand( Eff. Size 0.20mm to 0.40 and uniformity co-efficient 2.00 to 3.00).

Second layer, Coarse sand, 3mm - 6mm

Third layer : Bajri 6mm to 20 mm.

Fourth layer : Bajri 20mm to 25 mm

Bottom layer: Broken stone 50mm to 75mm

Providing and laying cement concrete 1:2:4 (1cement:2 sand:4 graded stone aggregate 20 mm nominal size ) and curing complete including the cost of form work for drain in :- Cement concrete drain in CC 1:2:4 under the precast slab, size of drain 0.10x0.125x80mtr. within all leads and lifts as per the entire satisfaction of the Engineer in charge.

Providing, laying and placing precast RCC slab size 300mmx400mmx50mm in cement concrete 1:2:4 (1 cement:2sand:4 graded stone aggregate 20mm nominal size and curring complete including cost of form work within all leads and lifts as per the entire satisfaction of the Engineer in charge.(Cost of steel for precast slab measured and paid for separately).

Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the entire satisfaction of the Engineer in charge.

Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size with 15% plum and curing complete excluding the cost of form work in retaining wall/ breast wall. The size of plum shall usually be 150mm to 300mm as per HPPWD specification in all respect and as per direction and to the entire satisfaction of Engineer-in-charge.

Steel work in single section including cutting hoisting R.S. joints channel angles iron 40x40x5mm thick angle iron for post complete in all respect.

Providing and fixing of 1.80m high barbed wire fencing with M.S. angle iron of size 40x40x6mm minimum 2.50mtrs. C/C with nine horizontal rows and two diagonal rows of galvanised steel barbed wire (IS-278-1962 type-1) weight of 9.38 kg./100mtrs.(minimum) storical and fixed to post complete cost of posts structs and straining bolts shall be paid for separately horizontal and diagonal wire within all leads and lifts as per the entire satisfaction of the Engineer in charge.

Providing and fixing of compound steel gate of size 1350x900mm fixing in IMAC channel of 75x75mm (1.96m over all) with hinges including gate made of angle iron 40x40x6mm for horizontal and vertical strips respectively welded within all respect including old strip size 300x16mm with necessary accessories complete in all respect including fixing the gate with hold fast and MS plate 10x10x6mm with in all leads, lift and to the entire satisfation of Engineer in charge

Providng and fixing of CP brass bib tap 15mm dia complete in all respect.

Chitar Singh

Sahil Kumar

Amit sood contractor

Anish Bhandari

shubham chauhan