Providing House Hold connection by Ministry of Jal Shakti Har Ghar Nal Se Jal for habitation under LWSS Dugha Panjali LWSS Kallar Katochan Kallar Purohitan LWSS Lambloo LWSS Bharin Bhalera LWSS Kangroo Gasota LWSS Bhalla Jamli Mandir and LWSS Th

Amount

Construction of RCC 6 Nos over head sector storage tank in M-25 Design mix not less than 1:1.5:3 of 40000 Ltrs Capacity each with 10.00 mtrs. Staging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to tank including bends of required degrees,valves of required size conforming to relevant codes RCC Sprial 1.0 wide stair case including MS pipe railing as per IS specification, steel ladder 45 cms. wide of usual height as per site requirement , SFRC manhole cover ( medium duty) of 500mm dia with frame and locking arrangement ventilator at top dome with minimum opening of 90x90cms. water level indicator including floats and measuring gauge, lightening conductor with earthing arrangement etc.The RCC over head reservoir shall include randering/plastering of the uneven expose surface, two coats of snowcem paint and any other component requuired for the completion of the job to the entire satisfaction of Engineer-in-Charge. The offers shall also include detail structural drawing/ design calcualtions to be approved by the competent authority based on soil test report with raft foundation by taking seismic forces in the design calculation expension joints as required at site. The offer shall also inclcude the cost of providing and fixing of Gms / MS pipes, and valves/ fittings complete including duck foot bends, puddle collars, expansion joints etc. connecting with rising main & distribution main with required length from the edge of foundation and any other components required for the completion of job upto the entire satisfaction of the Engineer-in-Charge. Dia of piping arrangement :- Inlet pipe As required. Outlet pipe As required. Scour pipe = Not less than 100mm dia G.I. pipe.

Construction of RCC under ground storage tank following litres capacity with top dome , including excavation in all kinds soil strata in M-30 (Design Mix) not leaner than 1:1.5:3 Nominal mix concrete in foundtion, walls, bottom slab and providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand: 3 grded stone aggregate 20mm nominal size) nominal mix & curing complete excluding the cot of form work and reinforement for reinforced concrete, smooth finishing in 1:3 in side the tank, refilling and disposing of surplus stuff within all leads and lifts. The job also includes providing and jointing of pipe assembly for inlet, outlet, overflow & scoure pipe with bye pass arrangement consistingof GI/MS pipes including all fittings and valves, sluice valves of required classes and dia and all other acessories required such as MS ladders SFRC man hole cover with frames (Medium duty) with locking arrangement , water level indicator, RCC chamber for all valves, Ventilating shafts shall also be provided. The tanks shall be hydraulically tested for water tightness. All works shall be conforming to relevant IS code to the entire satisfction of Engineer-in-charge. The offer shall also include the detailed structural drawing/design to be approved by competent authority based on soil test report.

180000 litres at village Chamned

65000 litres at village Panjali

Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning the usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetaled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge.

Providing, Laying jointing and testing in trenches (to level or grade) of GMSERW pipes 99% butt welded and 1% flanged jointng including cost of bends of below mentioned diametre conforming to IS 3183-2007 of steel grade L-210 or A and wall thickness as specified, suitable to withstand required hydraulic test pressure including fixing of required number of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS 2712-1998. complete in all respects to the entire satisfation of Engineer-in-Charge. The laying of pipes shall conform to IS 5822-1994 as well as CPHEEO manual and will include all operations such as jointing including flushing, cleaning and hydrauliic testing complete in all respects to the entire satisfation of Enginner in Charge including entire carrirage of materials in all leads and lifts. ((Earth work in trenches , jointing i.e. flanged and butt welded will be measured and paid for separately.) The pipe shall be zinc coated on innter & outer face as per IS:4736-1986 with upto date ammendments.

GMSERW Pipe 200 mm dia of Grade LA-210 or A With W.T. 4.80 mm

Providing, Laying jointing and testing in trenches (to level or grade) of GMS pipes 99% butt welded and 1% flanged jointng including cost of bends of below mentioned diametre conforming to IS 1239-2001 (Latest upto date amendments) of grade and wall thickness as specified, suitable to withstand required hydraulic test pressure including fixing of required number of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS 2712-1998. complete in all respects to the entire satisfation of Engineer-in-Charge. The laying of pipes shall conform to IS 5822-1994 as well as CPHEEO manual and will include all operations such as jointing including flushing, cleaning and hydrauliic testing complete in all respects to the entire satisfation of Enginner in Charge including entire carrirage of materials in all leads and lifts. ((Earth work in trenches , jointing i.e. flanged and butt welded will be measured and paid for separately.)

GMS tube 150mm dia (MC)

GMS tube 125mm dia (MC)

GMS tube 100mm dia (MC)

Providing and welding MS flanges @ 1% of total joint conforming to following tables as per IS 6392-1971 (Last with upto date amendments) with plan end G.I/MSERW pipe in three (One inner and two outer) number of layers on both faces to make the joint leak proof (The cost of providing and laying of GI pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00 mm conforming to IS 2712-1998. The work shall be done tothe entire satisfaction of engineer in charge within all leads and lifts

M.S. flange 200mm dia Table-11

M.S. flange 150mm dia Table-17

M.S. flange 125mm dia Table-5

M.S. flange 125mm dia Table-17

M.S. flange 100mm dia Table-5

Providing Circumferencial Butt welded joints by electrical welding of following dia GMSERW/GI pipe, welded in requsite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.30mm of Advani Oerlikon (Adore) CITOJETE/ESAB make conforming to IS 814-1991, at site of work complete in all respects, including manual/machanical handling of pipes in all leads and lifts with die penetrtion test to the entire satisfaction of Engineer in charge.

GMSERW Pipe 200 mm dia With W.T. 4.80 mm

GI pipe 150mm dia (MC)

GI pipe 125mm dia (MC)

GI pipe 100mm dia (MC)

Providing, Laying, jointing and testing GMS tube light class of following diameter including tube fitting complete(earth work to be measured and paid for separately) including testing of joints, within all leads and lifts as per the entire satisfaction of the Engineer-in-charge

32mm dia (Light class)

40mm dia (Light class)

50mm dia (Light class)

65mm dia (Light class)

80mm dia (Light class)

100mm dia (Light class)

Providing ,Laying, jointing and testing of screwed and socketed GMS tube of of (LC) including all tube fitings required as per actual size within all leads and lifts including cost of excavations complete in all respect GI pipe 15mm dia from service line upto individual house hold.

Providing and fixing of fixtures/fitings for proposed house hold tap including wheel valve, union, elbow, socket, tee, nipple, bib cock, ferrule etc complete in all respect.

15mm dia

Providing and fixing of G.M.Peet valve with hand wheel of following dia in all leads and lifts.

32mm dia

40mm dia

50mm dia

65mm dia

Providing and Supply C.I. Sluice valves Kirloskar/Leader make of following diameter with hand wheel as per IS:14846-2000 (Class PN-1.0) (including brass spindle as per 2906-1984 complete with bolts nuts, rubber insertion etc. and as per direction and to the entire satisfaction of the Engineer-in-charge.

80mm dia

100mm dia

125mm dia

150mm dia

200mm dia

Demilition below G.L. upto 1.5 mtrs depth and disposal of unserviceable material within 20 metres lead un-reinforced cement concrete upto 15 cm thickness as per the direction of Engineer in Charge.

Restortion of cement concrete road/ Bitumen road/Path upto 15cm thickness and P/L cement concete 1:3:6 (1cement:3sand:6 graded stone aggregate including including curing with 10 cm under neath boulder filling complete in all respect as per the direction of Engineer in Charge..

HARJEET SINGH

R K ENGINNERS SALES LTD

Unipro Techno Infrastructure Pvt Ltd