Providing GWSS Nerwa C Kiar in GP Nerwa Tehsil Nerwa Distt Shimla HP Laying of GI Pipe Line 15 mm dia 1000 Rmt 20 mm dia 500 Rmt and 1 No Storage Tank 100000 Ltr Cap for CHC Nerwa

Amount

Excavation in foundation trenches etc. in earth work, lift upto 1.50mtr. Stacking the excavated soil not more than 3mtr. Clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts in all kinds of soil and as per the direction of the Engineer-in-Charge.

Providing and laying cement concrete 1:4:8(1cement:4sand:8graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth and as per the direction of the Engineer-in-Charge. .

Providing and laying 1:1.:2 (1 cement,1.sand,2graded stone agg. 20 mm N/S) and curing completeexcluding cost of form work and rainforcement for fainforced concrete wotk in walls (any thikness) attached pillasters,buttresses,beam girders and contilevers up to floor two level.

Prov. And laying cement concrete 1:2:4(1cement:2sand::4graded stone agg. 20mm nominal size)& curing completeexcluding cost of form work & reinforcement for reinforced conc. Work in Flat surface such as soffits of suspended floor roofs landing and like to upto 200 mm in thickness. etc and asper the direction of the Engineer-in-Charge.

Providing mild steel/tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level tor steel & asper the direction of the Engineer-in-Charge.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, centring, shuttering, strutting and propping and centring below supporting floor to ciling not exceeding 4mtrs. And removal of the same for insitu-reinforced concrete & plain concrete work as per direction of the Engineer-in-Charge.

a) Wall(any thickness but not less than 0.1mtr. Thickness) attached pillaster, butteresses plinth and string courses etc. from top of foundation level upto floor two level. b) Flat surface such as soffits of suspended floor roofs landing and like to upto 200 mm in thickness.

b) Flat surface such as soffits of suspended floor roofs landing and like to upto 200 mm in thickness.

Providing and fixing Man Hole cover with frame of M.S. sheet and angle size 500mm(weight of Main-Hole not less 58kg). Including welding and cutting charges.

Jointing of GI pipes in tank for out let,over flow & scoure pipe etc .65 mm dia

P/Fixing double flanged cast steel sluice valve of Leader/BHEL/Kirlosker/Kilburn/ Kartar valve/Fouress make and of 40 mm dia for the Delivery side of pump and capable of withsdanding the normal sheet pressure as per IS:780-1984 with up to date ammendements class ASA to be mentioned by the firm.

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)

15 mm dia

20 mm dia

Providing & fixing of Brass full way wheel valve of the following diametre including necessary all pipe fittings with in all leads & lifts as per entire satisfication of Engineer - in - charge.

15 mm dia

20 mm dia

ATTER SINGH

Kamlesh Kumar

Ramesh Kumar Ranaik

Kapil Dev

Harish kumar

HPPWD

Ashwani Kumar Bhagta