Village Development and Maintenance (C/o R.C.C. UGR 2000 KL Capacity for Village-Garhi Chaukhandi) (Part-A - C/o UGR, Erection of New Boring, C/o Pump House, P/L Raising Main and Internal Water line and Internal Development of Compound) Noida

Design and Const. of U.G.R. as per design on the basis of Soil testing design and preparation of construction drawing for construction of semi sunk twin chambered RCC clear water Reservisor with roof slab of required covered area and construction of suitable size of pump house, panel room, chlorination room. The clear height of pump house will be 5.0m & suitable for 5 Nos. V.T./Submersible pump with suitable nos. of doors, window & ventilaors. The capacity of U.G.R. should be 2000 KL tentative internal size of UGR will be 22.0m x 22.0m x 4.50m depth or suitable size and 2.00m above from ground level i/c free board of 45cm with cleaning arrangement, ventilator with jali, Man hole, ladder MC-150-02 Nos. with 25mm dia M.S. bar @ 300 C/C i/c the cost of all required labour, T&P machine requirement water, power, fuel and lubricants, water proofing compound, carrying out the work in sub soil i/c pumping & bailing out of water etc.

i/c making the structure water tight and leak proof sump portion 2.00 meter deeper than the floor of the Reservoir to accommodate the bowl assembly of V.T./Submersible pumps with the cleaning sump of suaitable size (1.50x1.50x3.0 mtr.) C.I.D.F. with casted flanged as per IS:7181 class with latest amendment i/c cost of Soil Testing a) Inlet pipe- C.I.D.F.- 400 mm dia b) Over flow pipe-C.I.D.F. 300mm dia from slab bottom to drain complete. c) Fixing of Gantry Girder unit in required span (in both direction) in pump house i/c one no. of 5.0 Ton capacity chain pulley (Indef Make) with 25.0 mtr chain & making arrangement for moving on Gantry complete in all respect as per site requirement & as per direction of E/I. d) Snowcem : finishing walls with Arcylic smooth exterior paint "Trump" of M/S Snowcem India Ltd. or equivolent of required shade (Two or more coat applied @ 1.67 ltr./10 sqm over and i/c base coat of water proofing cement paint snowcem plan or equivalent applied @ 2.20 Kg/10sqm). (NSI-14.01.03)

Dismentaling manualy/by mechanical means i/c stacking of serviceable material and disposal of unserviceble material within 50 mtr. lead of Bituminous Road. (DSR-18, I.No.-15.43.2/P-261)

Demolishing cement concrete manually/by mechanical means i/c disposal of material within 50 m lead as per direction of E/I nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). (DSR-18, I.No.-15.2.1/P-258)

Cutting road and making good the same i/c supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required of Bituminous Portion (DSR-18, I.No.-16.13.1/P-272)

Cutting road and making good the same i/c supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required of Water Wound Macadam. (DSR-18, I.No.-16.13.2/P-272)

Excavating trenches of required width for pipes, cables etc. i/c excavation for sockets depth upto 1.50 m i/c getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm. in depth i/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within lead of 50 m. The Contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge.

Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. (DSR-18, I.No.-2.13.1.2/P-75)

Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm dia. (DSR-18, I.No.-2.13.1.3/P-75)

P/L S&S Centrifugaly Cast (Spun)/Ductile Iron Pipes conferming to IS:8329. (DSR-18, I.No.-18.72/P-345)