Remodeling Extension of FIS Paura Kothi in GP Paura Kothi Tehsil Nihri District Mandi HP

Amount

Excavation in foundation and trenches etc. (for pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of HDPE pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and timbering and dressing where ever required including restoration of un-metalled /metalled/paved surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respect.

Providing and laying cement concrete 1:4:8(1cement :4 sand: 8graded crushed stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.

Providing and laying cement concrete 1:1.5:3 (one cement :one and half sand : three graded crushed stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement in all leads and lifts in:- (a) (a) foundation , footings, bases of columns and the like and mass concrete.

(b) walls any thickness but not less than 0.1 mtrs. thickness attached pillasters , plinths and string courses etc.from top of foundation level upto floor two level in including all leads and lifts .

Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish including certring shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in-situ reinforced concrete & plain concrete work in all leads and lifts in:-(a) Vertical surface such as walls(any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level in all leads and lifts.

Providing and fixing in RCC chamber front and back side GI nipple 50mm dia PP ball valve, 50mm dia with coupler 63mm dia complete in all respect in all leads and lifts.

Laying,jointing and testing High Density Polyethylene pipes in trenches of following duiameter and class confirming to IS: 4984-1995 as amended upto date including tube fitting such as bends, tees, air valves, unions and collars etc. including carriage of pipes as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately).(i) HDPE pipe 125mm outer dia PN 4 PE-80

Laying,jointing and testing High Density Polyethylene pipes in trenches of following duiameter and class confirming to IS: 4984-1995 as amended upto date including tube fitting such as bends, tees, air valves, unions and collars etc. including carriage of pipes as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately) (ii) HDPE pipe 125mm outer dia PN 6, PE 80

Royal Construction Company

Devender Kumar

kuldeep kumar sharma

DEVENDER KUMAR

VIVEK KUMAR

Kuldeep Singh

BAL CHAND WALIA

SHIVEN CHAUDHARY

Shamsher singh