AGUMENTATION OF WATER SUPPLY AT SOUTH CAMP KHANPUR UNDER GE SOUTH DELHI CANTT 10

Amount

Excavation in trenches not exc 1.5 M wide and not exc 1.5 M in depth for pipe line, etc in soft/ loose soil getting out and levelling of bottom surface to required level all as specified and as directed.

Returning filling in, including spreading, leveling, watering and well ramming in layers not exc 25 Cm thick soft / loose soil all as specified and as directed.

Removing excavated material (Soils) from site to a distance not exc 50 M away and depositing where directed at a level not exc 1.5mtr above the starting point all as specified and as directed.

Boring holes under road pavement by bocky manually in any type of soil upto 200 mm bore. Complete all as specified and directed by Engineer-in-Charge.

M&L for sand cushioning to under ground cables 8 cm thick before laying the cable and 15 cm, thick after laying, stretching and testing the cable

Supply and laying sub class ‘B’ bricks well burnt for cable protections laid flat with length equal to width of brick over cable perpendicular to length of cable complete all as specified and directed by Engr-in-Charge

Supply, laying and testing galvanised steel tube (GI) light grade of size 40 mm bore fixed to walls and ceilings or laid in trenches all as specified and directed by Engineer -in-Charge. Make :- Jindal/Surya/Prakash. Note:-Unit rate quoated shall be deemed to be inclusive of PCC work ,Earthwork and making good the disturbed surface of ceiling ,wall, road etc.

Supply, installation, testing and Commissioning of Centrifugal Pump set complete with induction motor of 50 HP, 415 Volts 3 phase, 50 Hz, AC supply, 1450 RPM, TEFC(Totally enclosed fan cooled),IE2 squirrel cage foot mounted and horizontal type split casing pump suitable for delivering capacity 40 LPS at 50 mtr head with CI body and multistage bronze impellar and carbon steel shaft coupled directly with tyre couplingincluding necessary demolition of existing foundation, earthwork and taking down of old suuply pumps complete with suction and delivery line and depositing safely to mes store yard and new PCC (1:2:4) for foundation with MS Frame work, MS bolts with Nuts, anti vibration pads as per Manufacturer specifications, provision of gauge with central valve and foundation including treated with two coats of oil bound distemper over a coat of primer complete all as specified and as directed.

Supply and fixing MS pipe header as per IS 3589,300 mm dia size min 6mm thick 6 Mtr length with flanged ends closed with dead plates not less than 18mm thick fixed with nut bolts and washer and rubber gasket and including provision of following incoming and outgoing connections of MS pipe,Heavy duty,class C, of length 1 mtr with flanged with two coats of synthetic enamel paint over one coat of red oxide primer all as specified. (a)100 mm dia incoming-02 Nos (b)150 mm dia outgoing-04 Nos (c) Pressure gauge of suitable pressure-02 Nos

Supplying, laying, jointing, testing and commmisioning of DI Pipe as per IS 8329, class K-7 with inside cement mortar lining with spigot and socket ends laid in trenches all complete all as specified and as directed at site for the following sizes :- Note : - Joints shall be measured and paid separetely

80 mm bore

150 mm bore

Material and Labour for DI fittings/CI specials upto 150mm such as Tees, bends (any type, radius and angle) tapers any type, collars, tail pieces, caps and plugs of the following sizes confirming to IS: 9523 complete all as specified and directed by Engr-in-Charge.

Material and labour for Rubber Gasket Joint (Tyton Joint) including jointing material for DI/CI pipe of following size/bore :-

80 mm bore

150 mm bore

Material and labour for Run lead joint including jointing material for CI/DI pipe of following size/bore :-

80 mm bore

150 mm bore

Supply, installation and testing of flanged ends water meter 150 mm ISI marked woltman type, Class 'B' and making good connection with flanged ends, with gasket rubber sheet and nut & bolts fixing in horizontal/inclind/vertical position complete all as specified and directed at site by the Engr-in-Charge. Note :- Flange joints including jointing materials shall deemed to be included in the unit rate quoted by the contractor .

Supply, installation and testing flanged ends stainer/dirt box of size 150mm with stainless steel mesh suitable for cold water meter to avoid foreign material entering into meter and making good connection with flanged ends, with gasket rubber sheet and nut & bolts fixing in horizontal/inclind/vertical position complete all as directed at site by the Engr-in-Charge. Note :- Flange joints including jointing materials shall deemed to be included in the unit rate of this item.

Material and labour for GI tubing 'medium grade' with all accessories including bends, elbow, socket complete all as specified and directed

20 mm bore

25 mm bore

40 mm bore

50 mm bore

M&L for Drilling and tapping DI water mains(in position) for branch connections of the internal dia 40/50mm complete all as specified & directed.

Supplying, laying, jointing, welding & testing MS Pipe 100mm bore (Heavy duty class 'C') laid in trenches or on floors for connections to centrifugal pump sets for suction, pump to header and to connect out going water main CI/DI pipe line all as directed by Engr-in-Charge. Note:- (i) MS Flanges and Flange joints complete with jointing materials shall be measured and paid separately.

Supplying and fixing, MS flanges of 100 mm bore not less than 16 mm thick duly welded on ends of MS pipe all as specified and directed by Engr-in-Charge.

M&L for Flanged Joints 100mm bore with rubber or fibre board gasket including nuts, bolts and double washers complete all as specified and directed by Engr-in-Charge.

Supply, fixing, jointing & testing Cast Iron Sluice Valve of sizes as under, ISI Marked, flanged ends drilled pressure rating PN-1.0, PD Short body, confirming to IS 14846 -2000, having stainless steel spindle with cast iron operation wheel at top complete all as specified and as directed at site by the Engr-in-Charge. Note:- Flanged joints complete with jointing material shall deemed to be included in the unit rate quoted by the contctor.

80 mm bore

150 mm bore

Supply, fixing, jointing and testing of Cast iron Non Return valve 100 mm bore without by pass arrangement, swing type, confirming to IS 5312, flanged ends pressure rating PN 1.0 complete complete all as specified and as directed at site by the Engr-in-Charge. Note:- Flanged joints complete with jointing material shall deemed to be included in theunit rate quoted by the contctor.

Supply and fixing CI foot valve 100 mm bore flanged ends, swing type opration with rubber sheet, as per IS:4038 all as specified and directed by Engr-in-Charge. Note:- Flanged joints complete with jointing material shall deemed to be included in the unit rate quoted by the contctor

Supplying & fixing gun metal gate valves with iron wheel head, screwed both ends for iron pipe, ISI Marked, as per IS: 778 of following sizes complete all as specified and as directed at site by the Engr-in-Charge.

20 mm bore

25 mm bore

40 mm bore

50 mm bore

Supply,installation and comissioning of Altoch dosing system decrin dosing pump consisting of 100 ltrs FRP tank with level gauge along with agitator with shaft and blade in plastic mounted tank lid with have prothole for pouring of altoch for mounting decrin dosing pump on the wall, High pressure single head gear motor adjustable dosing pump with accessories and suitable electrical connection of following specifications. Adjustable high pressure 0 to 100 PSO power 230 volt, 50 Hz, RPM-44, HP 1/30 fractional out put complete all as specified & directed.

Supply Laying and testing cable XLPE insulated , screened , PVC bedded , galvanised steel strip or wire armoured , electric power cables ( heavy duty) 1100 volts grade with stranded aluminium conductor of size 50 sq mm 3.5 core.

M & L for plate earthing complete with galvanized mild steel plate electrode 60 cm x 60 cm x 6.3 mm thick buried directly in ground vertically (in earth pit not less than 2.25 meter deep below ground level) with the top edge of earth plate at a depth not less than 1.5 meter below normal ground level, the earth electrode surrounded by adequate quantity of charcoal dust and salt to a packed thickness of 15 cm on all sides and including GI strip 25x4 mm up to 7.50 RM bolted (with GI nuts, bolts & check nuts) and riveted to earth (Plate) electrode at one end and connected to main switch board / test point (including test point) at the other and watering GI pipe (medium grade) 20 mm bore from bottom of earth pit to top of electrode and 40 mm GI pipe light grade for earth strip protection complete with earth pit in PCC 1:2:4 type B0 using 12 mm graded crushed stone aggregate, RCC cover, funnel, wire mesh etc including necessary excavation and earth work in any type of soil, returning filling in and removal of surplus soil complete all as specified and directed. Note: i) Quoted rate will deemed to be included for cost of adequate quantity of charcoal dust, common salt and Testing commissioning including checking of earth continuity and earth result . ii) Cost of Main earthing lead & protection pipe from earth electrode to test point upto 7.5 metre will deemed to be included in quoted rates. iii) On testing after completion if the desired earth resistance is not obtained, the earthing will be redone without any extra cost.

Supplying, installation, testing and commissioning of LT panel 3.15 mm thick cubical indoor type weather proof, totally enclosed with IP 65 protection made out of CRC sheet angle iron of size 50 mm x 50 mm x 6 mm suitable for 3 phase, 440 volts, 50 Hz including cable glands, phase indicators, internal wiring, voltmeter, ammeter, air passing holes with proper spacing to accommodate to all control switches and other accessories, cable connections with suitable size of lugs/thimble etc and locking arrangement with two locks godown type welded inside of the shutter with duplicate keys, spray painting with two coats of light gray paint over a coat of red oxide primer including writing and marking for all incoming and outgoing feeder with synthetic white coloured super enameled paint in one inch letter/number and mounted on two No bricks pillars including demolition of old PCC and taking down old panel and depositing safely to MES store yard including providing PCC 1:2:4,brick work in CM 1:4 and 15 mm thick plastering in CM 1:4 complete including comprising of the following.

M&L for construction of valve pit in repairs of size 1500 mm x 1500 mm x 1500 mm (internal dimensiions), including all necessary excavation and earth work in any type of soil, returning, filling in disposal of surplus soil to distance not exceeding 50 m and depositing where directed, PCC in foundation of the mix (1:4:8) type D-2, 230 mm thick brick wark in CM(1:4) , rendering 12 mm thick in cement mortar (1:4) internally, finished even and smooth and pointing flush externally as the work proceeds in the same mortor. Mild steel angle iron 40 x 40 x 6mm frame MS sheet cover 3.15 mm thick with handle and locking arrangement, painting all the exposed MS work with two coats of synthetic enamel paint of the that as approved by the GE over a cost of red oxide primer and painting all the MS embedded in PCC with two coats of black bitumenous paint and complete all as specified and directed by Engineer-in-Charge.

M&L for construction of valve pit in repairs of size 900 mm x 900 mm x 900 mm (internal dimensiions), including all necessary excavation and earth work in any type of soil, returning, filling in disposal of surplus soil to distance not exceeding 50 m and depositing where directed, PCC in foundation of the mix (1:4:8) type D-2, 230 mm thick brick wark in CM(1:4) , rendering 12 mm thick in cement mortar (1:4) internally, finished even and smooth and pointing flush externally as the work proceeds in the same mortor. Mild steel angle iron 40 x 40 x 6mm frame MS sheet cover 3.15 mm thick with handle and locking arrangement, painting all the exposed MS work with two coats of synthetic enamel paint of the that as approved by the GE over a cost of red oxide primer and painting all the MS embedded in PCC with two coats of black bitumenous paint and complete all as specified and directed by Engineer-in-Charge.

M&L for construction of valve pit in repairs of size 450 mm x 450 mm x 450 mm (internal dimensiions), including all necessary excavation and earth work in any type of soil, returning, filling in disposal of surplus soil to distance not exceeding 50 m and depositing where directed, PCC in foundation of the mix (1:4:8) type D-2, 230 mm thick brick wark in CM(1:4) , rendering 12 mm thick in cement mortar (1:4) internally, finished even and smooth and pointing flush externally as the work proceeds in the same mortor. Mild steel angle iron 40 x 40 x 6mm frame MS sheet cover 3.15 mm thick with handle and locking arrangement, painting all the exposed MS work with two coats of synthetic enamel paint of the that as approved by the GE over a cost of red oxide primer and painting all the MS embedded in PCC with two coats of black bitumenous paint and complete all as specified and directed by Engineer-in-Charge.

Supply & installed rotational moulded poly ethylene water storage tank of capacity 1000 Ltrs (Cylindrical vartical with closed top) triple layer hoisted and fixing position all as specified in SSR Part- I

Excavation over area n.exc (not exceeding)1.50m deep and getting out in hard/dense soil complete all as specified and directed.

Excavation over area exceeding 1.50m deep and n exc 3.0m and getting out in hard/dense soil complete all as specified and directed.

Excavation over area exceeding 3.0m deep and n exc 4.5m and getting out in hard/dense soil complete all as specified and directed.

Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed.

M&L for PCC 1:4:8 type D-2 ( using 40 mm graded aggregate) as in foundations, filling and mass concrete.

M&L for PCC 1:3:6 type C2 ( using 40 mm graded aggregate) as in foundations, filling and mass concrete.

Form work flat having fair finished surfaces to sides of concrete foundations, footings, bases of columns, plinth beams and similar works.

M&L RCC M-30 (design mix) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under reamed piles and mass concrete.

Form work flat having fair finished surfaces of concrete to faces of walls, retaining walls,abutments,parapets & similar works including attached pilasters,buttresses etc.vertical or to batters.

M&L RCC M-30 (design mix) as in walls & retaining walls, basement walls and the like, any thickness, including attached pilasters, buttresses.

Formwork to sides of pillars, posts, struts, piers, columns, and stanchions

M&L RCC M-30 (design mix) as in columns, pillars, piers, posts, walls and struts

Formwork having fair finished surfaces to soffits of suspended slabs, floor slabs, landings and similar work; not exceeding 200 mm thick ( Horizontal or sloping).

M&L RCC M-30 (Design Mix), using 20mm graded stone aggregate as in slabs supported on walls, beams and columns , in floors, roofs, landings, balconies, shelves etc

M&L for formwork having fair finished surfaces to sides and soffits of beams, lintel beam, beam haunchings, girders,bresumers, lntels, cantilevers, shelves including supports, etc.

M&L RCC M-30 (Design Mix), using 20mm graded stone aggregate as in beams, RCC band, lintel over 1.5m span

M&L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire ( annealed) not less than 0.90 mm dia. or securing with clips quality conforming to

M&L for mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns , hooking ends and binding with and including mild steel wire ( annealed) not less than 0.90 mm dia. or securing with clips quality conforming to

Framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 410-0 or Fe 310-0

M&L for preparation steel surface & applying two coats of synthetic enamel paint over a coat of red oxide over 10 cm width or girth complete all as specified

M&L rendering 15 mm thick on concrete surfaces in CM 1:4 with WPC complete all as specified. WPC will be measured and paid sepratelly.

M&L rendering 5 mm thick on concrete surfaces in CM 1:4 with WPC complete all as specified.WPC will be measured and paid sepratelly.

Supply only integral Water Proofing Compound only complete all as specified.

S&F 4 mm thick 250 mm wide PVC water bar using as in construction joints of tensile strenth 12 Mpa,Elongation at break 300% and water absorption >1% ,installation complete and all as directed.

V S BUILDER (BID ID -3200745)

RAVINDRA BROTHERS (BID ID -3205718)