Nagpur Additional Butibori I.A. Providing Laying Jointing and Commissioning 900 mm dia DI K 9 Class Pure Water Rising Main 600 mm dia DI K 9 Class Distribution Pipeline and Construction of 6000 Cum RCC Sump Pump House and 2000 Cum Capacity ESR

Amount

Nagpur (Additional Butibori) Industrial Area.....Providing, Laying, Jointing & Commissioning 900 mm dia DI K-9 Class Pure Water Rising Main, 600 mm dia DI K-9 Class Distribution Pipeline and Construction of 6000 Cum RCC Sump, Pump House & 2000 Cum Capacity ESR for Additional Butibori Industrial Area.

Providing, Laying, Jointing & Comissioning 900 mm dia DI K-9 Class Pipeline from Existing WTP @ Butibori to Existing ESR Plot & Proposed ESR @ Additional Butibori Industrial Area including excavation in all types of strata, cost of DI pipes, DI specials, Butterfly valves, Reflux valves, Air Valves, Wash out valves, Cost of MS pipes, M.S. sleeve pipes, MS specials, pushing through roads & across culverts, chambers, thrust blocks, Fixity Blocks, Chairs ,all other ancillary works and necessary connections at WTP Butibori , at ESR premises and at proposed ESR in Additional Butibori Industrial Area with cost of all labours, materials, eqiupment, tools & plants, including Hydraulic testing & commissioning of pipeline, etc complete as per standard specifications for each and every item of work and as per approved L-section as directed by Engineer-In-Charge.

Providing, Laying, Jointing & Comissioning of 600 mm dia DI K-9 Class Pipeline from Proposed ESR to M/s. Avaada & M/s. JSW in Additional Butibori Industrial Area including excavation in all types of strata, cost of DI pipes, DI specials, Butterfly valves, Reflux valves, Air Valves, Wash out valves, Cost of MS pipes, sleeve pipes, MS special, pushing through roads, culverts, chambers, ancillary works and necessary connections at proposed ESR in Additional Butibori Industrial Area with cost of all labours, materials, eqiupment tools & plants, including Hydraulic testing & commissioning of pipeline, etc complete as per standard specifications for each and every item of work as directed by Engineer-In-Charge, etc complete.

Designing, constructing / RCC sumps Description (aesthetically), RCC in ground M-300 mix service of required capacity of 6000 Cum including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM1:3 proportion to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet,outlet washout, over flow and bypass arrangement consisting of C.I. M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for underground portion of the structure.

Designing , drawing & construction of pump house having 50m2 Built-up area over RCC Sump including RCC framed structure with RCC slab, 230mm thick brickwork, plaster, doors and windows, all types of fixtures & fittings ,outer painting with acrylic weather shield paint & internal painting with plastic emulsion paint, internal & external electrification, fire fighting arrangement with all materials, labours, equipment, tools & plants as per detail drawings, etc complete as directed by Engineer-In-Charge.

Designing, (aesthetically), and constructing RCC elevated service reservoirs of following capacity of 2000 Cum with RCC staging consisting of columns, internal and external bracings spacedverticallynotmore than 4.5metres centre to centre for ESR having capacity upto 500 cum and not more than 6mc/c for ESRs having capacity above 500Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering ,laying,erecting,hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design,providing and fixing accessories such as M.S. ladder,C.I.manhole frame andcovers,water level indicators, lightening conductor, G.I. pipe railing around walkway and topslab, providing spiral stair case from ground level to roof level,M.S.grill gate of 2M height with locking arrangement of approved design, B.B.masonry chambers for all valves, ventilating hafts,providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti-termite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge.

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