Improvement of water supply scheme for household connection to PC habitation in Gram Panchayat Dadh in Tehsil Palampur District Kangra(HP

Amount

Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge within all leads and lifts.

Providing and laying cement concrete 1:3:6 (One cement is to Three sand is to six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer:-in:-charge.

Providing and laying cement concrete 1:4:8 (One cement is to four sand is to eight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:11/2:3(One cement is to one and half sand is to three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

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

Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge.

Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centring,shuttering,strutting and propping etc.with wooden battens ballies,height of propping and centring below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in :-

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

Beams, cantilever, girder and linter sides and soffits of beams haunchings cantilevers girder, bressumers and lintel not exceeding one meter in depth in all heights from floor within all leads and lifts as per the direction of Engineer-in-charge.

Edges of slab and breaks in floor and walls under 20 centimetre in wide within all leads and lifts as per the direction of Engieer-in-charge.

Providing form work of ordinary timber planking so as to give a rough finish including centring,shuttering,strutting and propping etc.height of propping and centring below supporting floor to ceiling not exceeding 4 metrre and removal of the same for in-situ-reinforced concrete and plain concrete work in:-

Arches exceeding 6 metre span

Providing and laying mild steel/tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Steel work welded in built up sections,trusses and framed work including cutting,hoisting and fixing in position and applying a priming coat of red lead paint in gratings,framed guard bars,ladders,railing,brackets and similar type of work within all leads and lifts as per the direction of Engineer-in-charge.

Manufacturing, febrication & fixing of M.S. man hole cover of 0.60x.60 m size made of M.S. Sheet 2.0 mm thick with M.S. angle 35x35x5mm thick with hinges one side and sliding door bolt for locking arrangement i/c cutting, welding and priming & Painting two coats of anamel paint sky complete in all respect to the entire satisfaction of the Engineer-in-charge.

Providing and fixing mosquito proof ventilator 400 milimetre & 300 milimetre dia within all leads and lifts as per the direction of Engineer-in-charge.

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

Laying and jointing in trenches galvanised mild steel tubes,tube fitting (Light grade) of various dia. (Earth work in trenches to be measured and paid for separately) within all leads and lifts as per the direction of Engineer-in-charge.

100 milimetre dia.

80 milimetre dia.

Providing and fixing of cast iron sluice valve of Kirloskar/Kartar/leader/Bir make of following diameter with hand wheel as per IS:14846-2000 (Class PN-1.0) including brass spindal as per 2906-1984 complete with nuts bolts and rubber insertion etc. complete in all respect with in all lead and lift as per satisfaction of Engineer-in-charge.

100 milimetre dia.

80 milimetre dia.

Providing and fixing double flanged puddle collars for making connection with reinforcement cement concrete walls of 100 milimetre dia within all leads and lifts as per the direction of Engineer-in-charge.

Design and Construction of reinforcement cement concrete circular over head water storage tank of following litre capacity with 10.00 metre staging height each including cost of excavation, site development. Cost of construction material, necessary arrangement of inlet, outlet, overflow and scour pipe alongwith sluice valves and other fixtures, developent of site and carriage of material within all leads and lifts. The design and drawings shall be got approved from competent authority before execution including soil bearing capacity test.

50000 litres capacity.

15000 litres capacity.

The each storage tank should be comprise of the following :- The work shall be carried out as per technical specification attached in the NIT & direction of theEngineer -in-charge . All the surrounding shall be levelled & made good & brought in proper shape as per direction of Engineer-in- charge . RCC structure shall be designed IS 456-2000, IS 3370 IS 1893 and other relevent IS code (b) providing ,laying and jointing of inlet , outlet, scour & over flow MSERW pipe 4.8 milimetre wall thickness conforming to IS /IOS 3183 or G.I. pipes (MC) conforming to IS 1239 (Latest) dully flanged(Table-5 of appropriate diametre complete with all necessery fitting such as tees ,bends ,tails pieces flanges and valves etc. subject to approvel of outlet pipe with distribution main and over flow pipe connection with suitable distribution / delivery pipe & detail the pipes emanating from the tank shall be painted with appriate colour as per direction of the Engineer- in - charge (c) providing and fixing of cast iorn manhole cover conforming to ISI 726-1991 with upto date ammends ,minimum two Nos of 500 milimetre internal dia including frame of medium duty (D) cast iron ventilating pipe with cowl and mosquito proof cover of sufficient length suitable for overhead tank as direction Engineer-in- charge.

OM PARKASH KAPOOR

JEEVAN KUMAR

KULBINDER SINGH GOVT CONTRACTOR

Sanjay Kumar

PRITAM CHAND