Providing WSS to JNV Bandrol in GP Bandrol in Tehsil and Distt. Kullu

Amount

Excavation in foundation and trenches (For pipes and pits) up to 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 of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly and after laying, jointing and testing of pipes (for pipes only), returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge.

Providing and laying cement concrete 1:5:10 (1 cement : 5 sand : 10 graded stone aggregate of 40 mm nominal size) with 15 % plum and curing complete excluding cost of form work in reataining walls/ breast walls, the size of plums shall usually be 150 mm to 300 mm as per HPPWS specificationscomplete in all respects.

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

Providing and Laying Reinforced Cement Concrete 1:1.5 :3 ( 1 Cement: 1.5 Sand: 3 Graded Stone Aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-

In foundations, footing bases of columns and the like and mass concrete work compele in all respect.

Walls (any thickness but not less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level within all leads & lifts as per the direction & entire satisfaction of Engineer-in-charge.

Suspended floors, roofs, landing, shelves and their supports balconies, beams and girders bressumers and cantilevers upto floor two levels including all leads and lifts etc. Complete in all respect.

Providing and laying tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level including cost of binding wires and carriage of materials upto all leads & lifts as per the direction & entire satisfaction of Engineer-in-charge.

Providing from work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c cantering, shuttering, strutting and propping etc. with wooden battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge in: -

Vertical surfaces such as wall(any thickness) parti tions and the like including attached pilasters, buttresses, plinth and string courses and the like -

Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc. Upto 200mm in thickness including all leads and lifts etc. complete in all leads and lifts.

Prov. and fixing MS man hole cover of size 600 x 600 mm made up of 3.15 mm thick plain MS sheet fixed in angle iron frame frame of 50x50x5mm supported with MS flat of 50x5mm at center of sheet including fising hold fast ,hinges and locking arrangement and lock of medium size etc complete in all respects.

Laying, jointing and testing of GMS tubes light grades ( to be levelled to grade) in trenches including fitting with tees and other accessories, testing & commissioning complete as per IPH specification for house service connections within all leads and lifts and entire satisfaction of Engineer in charge.

100 mm dia for Inlet, Outlet & Scour pipe

32 mm dia for inlet, outlet and scour

50 mm dia for inlet, outlet and scour

80 mm dia for inlet, outlet and scour

Providing and fixing double flanged Cast Iron Sluice Valve of following dia Leader/Kirloskar/Pelicon make confirming to as per IS: 14846-2000 with MS flange IS:16392-1971 with hand wheel and other accessories with upto ammendment as per class PN-I with standing nominal seat presssure of 10 Kg / cm2 flange table-5 i/c welding of MS flange in two layer i/c carriage in all leads and lifts as per direction and to entire satisfaction of the Engineer in charge.

100 mm dia for Inlet, Outlet & Scour pipe

80 mm dia

100 mm dia

Providing and placing in horizontal layers of filtering media duly graded , screened washed:and cleaned as specified by the Engineer-in-Charge with in all leads and lifts.

Top layer:- fine sand ( Eff. Size0.20mm to 0.40mm & Uniformity co-efficient 2.00 to 3.00)

2nd layer Coarse sand 6mm to 10mm

3rd layer:- Bajri 6mm to 20mm

4th layer:- Bajri 20mm to 25mm

Bottom layer:- Broken Stone 50mm to 75mm

Providing and laying CC 1:2:4 (1 cement : 2 sand : 4 graded stone aggregare 20 mm nominal size ) and curing complete including cost of form work in RCC work (Cement concrete drain in CC 1:2:4 under the precast slab, size of drain 10x .0125 mt x 80mt.) complete in all leads and lifts as per the entire satisfaction & direction of the engineer incharge.

Providing and laying placing RCC precast slab size 300mmx400mmx50mm in cement concrete 1:2:4 ( 1cement 2 sand 4 graded stone agg. 20mm nominal size and curing complete including cost of steel and form work within all leads and lifts

Stone/boulder filling behind the retaining wall and under floor within all leads and lifts and as directed by the Engineer in charge.

Kimat Ram

MEHAR CHAND

Chuni Lal