Source Strengthening of LWSS Bamson Mewa Project in Tehsil Touni Devi District Hamirpur

Amount

Excavation in foundation and trenches etc.in all kinds of soils such as pick work, jumper work, blasting in soft / hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge.

Wet well sinking gravel including all pumping, soring etc.

From spring level to 3.00 mtr.depth

From spring level to 3.00 metre to

6 metre depth

From spring level to 6.00 mtr.depth

9 metre depth

From spring level to 9.00 mtr.depth

12 metre depth

Steel work welded in built up section , trusses and framed work including cutting,hoisting,fixing in postion and applying a priming coat of red lead paint,In gratings framed guard bars,ladders, railling,brackets and similar work. & as per the directioin and to the entire satisfaction of the Engineer-in-Charge

Steel work welded in built up sections,trusses & framed work i/c cutting, hoisting,fixing in position & applying a priming coat of red paint.In grating,framed guard bars,ladders,railing,brackets & similar works.

Lowering of well curb complete in all respect.

Providing and laying cement concrete M30 But not leaner then1:1.5:3 (1Cement:1.5sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :

Suspended floors, roofs, landings and shelves and their supports, balconies, beams ,griders bressumers and cantilevers upto all floor level.

Columns, Pillars & Posts etc.

Foundation,footing.bases of columns & the like & the mass concrete.

Wall (any thickness,but not less than 0.10 mtr.thickness) attached pilasters,buttresses,plinth & string courses etc. from top of foundation level upto floor two level

(ii) floor two level to floor three level

Lintels,beams gorders bressumers & cantilevers upto floor two level

(ii) floor two level to floor three level

Arches upto floor two level:

(ii) floor two level to floor three level

Providing & Laying no fine concrete 1:4 (1cement : 4 stone aggregate) complete in all respect

Square rubble masonry with approved quality i/c racking out of joints in foundation & plinth in CM 1:4 (1cement : 4 sand)

(b) Above NSL/GL

20mm cement plaster in single coat of rough sides of bricks / concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1 : 3 (1cement : 3 sand) in all leads and lifts.

P/L cement concrete work using concrete mix of M-10 with graded stone aggregate 40 mm nominal size) & curing complete excluding the cost of form work in found. & plinth.

Brick masonry using common burnt clay bricks in foundation & plinth in CM 1:4 (1cement : 4 sand)

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain.

Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses,plinth & string courses & the like.

(a) Beyond 4.00 mtrs.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm kin thickness.

Beams,cantilevers,girders & lintels, sides & soffits of beams, haunching,cantilevers,bressumers 1.00 mts. In depth in all heights from floor.

Foundation,footing,bases of columns etc.and mass concrete.

Columns,pillars.posts & struts.

Edges of slab

Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain.(In Arches exceeding 6.00 mtr.span)

Beyond 6.00 mtr.height.

Providing Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level.

Prov. & fixing CI Man hole cover with frame having frames size of 500 mm internal dia.( Medium duty )The weight of cover & frame should not be less than 116 kg

Providing 200 mm wide CI rungs with chequered or ribbed non slip surface i/c fixing in structure with 200 x 200 x 100 mm cement concrete 1:3:6 ( 1 cement :3 sand : 6 graded stone aggre 20 mm nominal size )

Boulder/Stone filling dry hand packed tightly complete under lean conrete to prevent the entry of surface water.

Providing & laying cement concrete 1:4:8 (1cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth.

Providing & laying cement concrete 1:2:4 (1cement :2 sand : 4 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :-

Foundation,footing,bases of columns and the like & mass concrete.

Providing and laying cement concrete 1:3:6 (1Cement:3sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement :3Sand) complete in all respect within all leads & lifts.

Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered materia

Providing & fixing SFRC man hole cover with frame and the weight of frame & cover should not be less than 100 kg complete in all respect within all leads & lifts.

P/Laying GMS/MS Pipes conforming to relevants BIS codes of below mentioned diameters fully jointed with MS Flanges of Table - 17 as per IS :6392 - 1971 excluding the cost of excavation in trenches complete in all respect within all leads & lifts.

150 mm dia

P/Laying GMS Pipes conforming to IS 1239 - 1979 (Part-1) screwed & socketed joints (Light grade) excluding the cost of excavation in trenches for railing arround OHSR

25 mm dia

Providing & fixing CI sluice valve (with hand wheel) as per IS:14846 - 1984 Class-I upto 300 mm dia i/c brass spindle & as per 2906 - 1984 Class II for diameters more than 300 mm complete with bolts,nuts,rubber insertion etc,(The tail pieces if required shall be measured & paid for separately) complete in all respect within all leads & lifts of approved make.

Providing & fixing bends of required degrees made from parent tubes conforming to relevant codes fully flanged with MS Flange of Table - 5 conforming to IS: 6392 - 1971 complete in all respect within all leads & lifts.

150 mm dia

Providing plinth protection 50 mm thick in cement concrete 1:3:6(1 Cement:3Sand:6graded stone aggregate 20 mm nominal size) complete in all respect within all leads & lifts.

Providing under layers for plinth protection 75 mm thick (unconslidated) bed dry brick/stone aggregate 40 mm nominal size well rammed & grouted with fine sand i/c preparation of ground complete in all respect within all leads & lifts.

Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia.&180 mm deep (inside) with chained lid RCC top 1:2:4 mix (1 cement :2 Sand :4 graded stone aggregate 20 mm nominal size ) 100 mm thick foundation conc.1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1:3 (1 Cement : 3 Sand ) finished with a floating coat of neat cment i/c curing complete.600 x 600 x 750 mm inside size With 150mm th.walls of RCC1:2:4(1cement ment:2sand:4graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways.

Lightening Conductor

Water measurement gauge

Vent Pipe i/c CI cowl complete

Flanged bell mouth a/w puddle collars

Expansion joints

Structural design & drawing

Soil testing report for Bearing capacity of soil

Providing & laying in trenches GMS/MS Tubes (L/M class) tube fitting (Earth work in trenches to be measured & paid for separately).

Providing & fixing CI Sluice valve (with hand wheel) as per IS : 14846-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly) of approved make

Provision of duck foot bends, Providing & fixing MS sheet locking arrangement for protecting the storage tanks, protection works with drain in an around the periphery of tanks & Bypass arrangement for cleaning of tanks

Providing and laying cement concrete 1:5:10(1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.including cost and carriage of material with in all leads , lifts and other incidentials.

Providing and fixing aluminium (16 gauge) Doors , windows and ventilators including frame work with glass of 5mm thick with in all leads and lifts.

Providing and fixing aluminium (16 gauge) Doors , windows and ventilators including frame work with wire gauge mesh with in all leads and lifts.

Providing and fixing aluminium grill in window , ventilators with in all leads and lifts.

Providing and fixing double charged vitrified tiles (of NITCO or any other ISI marked ) in mat finish 322x322 mm in cement mortar 1:4 ( One cement : four sand)

Providing and fixing on wall face C.I. rain water pipe jointing with spun yarn and cement mortar 1:2 (1cement:2sand) 100mm dia.

15mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamfer and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:4 (1cement:4sand) in all leads and lifts.

6mm plaster to ceiling as in cement mortar 1:3 (1cement:3sand) in all leads and lifts.

White washing with lime on undecorated walls surface (two coats)to give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts.

Supply and fixing rolling shutters made of 80mmx1.25mm M.S. latchs interlocked together through entire length and joined together at the end by end locks mounted on specially designed pipe shafts with brackets side guides and arrangements for inside and outside locking with push pull operation complete but excluding the cost of the top cover and spring shutters having width below 3.5 meters.

Providing and fixing top cover on the rolling shutters

Providing and fixing spring for rolling shutters

Providing & laying 60mm thick interlocking paver block in Grey cement and under layers of sand 0.125mm average thick complete in all leads and lift and to the entire satisfication of the Engineer-in- charge.

Construction of cable trench from 11 KV 6 Pole structure to transformer room of size 60 x60 cm in SR masonry in CM 1:6 (One cement :Six sand) with 15 mm thick cement plaster in cement mortar 1:6 ( One cement : Six sand) covered with MS grating of required size complete in all respect.

Construction of Rain water open drain of size 30 x 30 cm in CC 1:3:6 ( One cement: three sand :Six graded stone aggregat 20 mm nominal size) with 15 mm tick cement plaster in cement mortar 1:6 ( One cement:Sis sand) complete in all respect.

Providing and installation of electric operated gantry crane of 5 MT of heavy duty as per IS 807 & IS 3177 latest with upto date ammendments complete in all respect

Providing, Laying, jointing and testing & Commissioning of GMSERW pipe L415 or X-60 grade/ L-290 or x-42 grade confirming to IS 3183:2007 & GMS pipe heavy & medium grade confirming to IS 1239:1990 (part-1) at site in trenches bevelled ended BIS marked PIPE confirming to relevent codes & specification its equivalent latest with up to date ammendments of following dia with steel garde having wall thickness as mentioned below & capable of withstanding required test pressure as prescribed in BIS code , in random lengths of 5.5 to6.5 mtr. The pipe's ends shall be bevelled suitable for but welding , including the cost of jointing with butt welding confirming to IS 816-1969 or latest as appicable and with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make & all allied accesories whatever required for welding at site, tail piece, tees neds & other specials manufactured from parent pipes as applicable to the particular reach & of approved specifications as per site conditions and cutting of pipes wherever required as per site requirement i/c cariage in all leads & lifts as directed by Engineer-incharge. The pipe shall have zinc coating inside & outside confirming to IS 4736-1986 or latest with up to date ammendments & shall be engraved with IS 3183:2007 for GMSERW pipe & 1239:1990 (part-1) for GMS pipe. The laying shall confirm to BIS 5822-1970 or latest with up to date ammendements to teh entire satisfaction of Engineer-Incharge (Earthwork ,Butt welded Joint & cost of MS flanges @5% of length shall be measured & paid for seperately).

Booster stage

250 mm dia GMS/ERW Grade -L-210 OR A, T=4.80mm IS/ISO 3183 : 2007

0 to 2900 Rmt

Stage-1(Jakhu to Bouru) :-

450 mm dia GMS/ERW Grade -L415 or X-60, T=5.60mm IS/ISO 3183 : 2007

RD 1050 to 1500 Rmt

450 mm dia GMS/ERW Grade -L415 or X-60, T=4.80mm IS/ISO 3183 : 2007

RD 7500 to 7700 Rmt

Stage-2(Bouru to Uhal) :-

450 mm dia GMS/ERW Grade -L415 or X-60, T=7.10mm IS/ISO 3183 : 2007

RD 950 to 1200 Rmt

450 mm dia GMS/ERW Grade -L415 or X-60, T=6.40mm IS/ISO 3183 : 2007

RD 2500 to 2600 Rmt

450 mm dia GMS/ERW Grade -L415 or X-60, T=5.60mm IS/ISO 3183 : 2007

RD 4500 to 4650 Rmt

450 mm dia GMS/ERW Grade -L415 or X-60, T=4.80mm IS/ISO 3183 : 2007

RD 7100 to 7250 Rmt

Stage-3(Matlana to Sangroh) :-

250 mm dia GMS/ERW Grade X-60, T=4.00mm IS/ISO 3183 : 2007

RD 500 to 750 Rmt

Stage-3(Matlana to Awahdevi) :-

400 mm dia GMS/ERW Grade -L415 or X-60, T=5.60mm IS/ISO 3183 : 2007

RD 1500 to 1800 Rmt

Stage-Mahesh Kawal Ph-1 :-

300 mm dia GMS/ERW Grade -L-290 or X-42, T=7.10mm IS/ISO 3183 : 2007

RD 0 to 1000 Rmt

300 mm dia GMS/ERW Grade -L-290 or X-42, T=6.40mm IS/ISO 3183 : 2007

RD 1000 to 2500 Rmt

300 mm dia GMS/ERW Grade -L-290 or X-42, T=5.60mm IS/ISO 3183 : 2007

RD 2500 to 3000 Rmt

300 mm dia GMS/ERW Grade -L-290 or X-42, T=4.8mm IS/ISO 3183 : 2007

RD 3000 to 6000 Rmt

Stage-Mahesh Kawal Ph-2 :-

250 mm dia GMS/ERW Grade -L-290 or X-42, T=7.10mm IS/ISO 3183 : 2007

RD 0 to 500 Rmt

250 mm dia GMS/ERW Grade -L-290 or X-42, T=6.40mm IS/ISO 3183 : 2007

RD 500 to 1500 Rmt

250 mm dia GMS/ERW Grade -L-290 or X-42, T=5.60mm IS/ISO 3183 : 2007

RD 1500 to 2000 Rmt

250 mm dia GMS/ERW Grade -L-290 or X-42, T=5.20mm IS/ISO 3183 : 2007

RD 2000 to 3000 Rmt

250 mm dia GMS/ERW Grade -L-290 or X-42, T=4.80mm IS/ISO 3183 : 2007

RD 3000 to 10500 Rmt

Stage- Uhal to Barin (Gravity)

250 mm dia GMS/ERW Grade -L-210 or A, T=4.80mm

RD 0 to 4500 Rmt

200 mm dia GMS/ERW Grade -L-210 or A, T=4.80mm

RD 4500-8500 Rmt

150 mm dia GMS/ERW Grade -L-210 or A, T=4.80mm

RD 8500-9500 Rmt

Providing and welding M.S. flanges @ 5% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for seprately). 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 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.

Booster stage

250 mm dia GMS/ERW Grade X-60, T=4.80mm IS/ISO 3183 : 2007 Flange Table -5

Stage-1(Jakhu to Bouru) :-

450 mm dia GMS/ERW Grade -L415 or X-60, T=5.60mm IS/ISO 3183 : 2007 Flange Table -38

RD 1050 to 1500 Rmt

450 mm dia GMS/ERW Grade -L415 or X-60, T=4.80mm IS/ISO 3183 : 2007 Flange Table -28

RD 7500 to 7700 Rmt

Stage-2(Bouru to Uhal) :-

450 mm dia GMS/ERW Grade -L415 or X-60, T=7.10mm IS/ISO 3183 : 2007 Flange Table -38

RD 950 to 1200 Rmt

450 mm dia GMS/ERW Grade -L415 or X-60, T=6.40mm IS/ISO 3183 : 2007 Flange Table -38

RD 2500 to 2600 Rmt

450 mm dia GMS/ERW Grade -L415 or X-60, T=5.60mm IS/ISO 3183 : 2007 Flange Table -28

RD 4500 to 4650 Rmt

450 mm dia GMS/ERW Grade -L415 or X-60, T=4.80mm IS/ISO 3183 : 2007 Flange Table -28

RD 7100 to 7250 Rmt

Stage-3(Matlana to Sangroh) :-

250 mm dia GMS/ERW Grade -L415 or X-60, T=4.00mm IS/ISO 3183 : 2007 Table -28

RD 500 to 750 Rmt

Stage-Mahesh Kawal Ph-1 :-

400 mm dia GMS/ERW Grade -L415 or X-60, T=5.60mm IS/ISO 3183 : 2007 Table -28

RD 1500 to 1800 Rmt

Stage-Mahesh Kawal Ph-1 :-

300 mm dia GMS/ERW Grade -L-290 or X-42, IS/ISO 3183 : 2007 Table -34

RD 0 to 1500 Rmt

300 mm dia GMS/ERW Grade -L-290 or X-42, IS/ISO 3183 : 2007 Table -28

RD 1500 to 4000 Rmt

300 mm dia GMS/ERW Grade -L-290 or X-42, IS/ISO 3183 : 2007 Table -17

RD 4000 to 5000 Rmt

300 mm dia GMS/ERW Grade -L-290 or X-42, IS/ISO 3183 : 2007 Table -5

RD 5000 to 6000 Rmt

Stage-Mahesh Kawal Ph-2 :-

250 mm dia GMS/ERW Grade -L-290 or X-42, IS/ISO 3183 : 2007

250 mm dia GMS/ERW Grade -L-290 or X-42, IS/ISO 3183 : 2007

250 mm dia GMS/ERW Grade -L-290 or X-42, IS/ISO 3183 : 2007

250 mm dia GMS/ERW Grade -L-290 or X-42, IS/ISO 3183 : 2007

Stage- Uhal to Barin (Gravity)

250 mm dia GMS/ERW Grade -L-210 or A, T=4.80mm

200 mm dia GMS/ERW Grade -L-210 or A, T=4.80mm

150 mm dia GMS/ERW Grade -L-210 or A, T=4.80mm

Providing circumferential butt welded joints by electrical arc welding to GMSERW pipe grade L-290/L-210 as per IS 3183:2007 & GMS pipe heavy & medium grade as per IS 1239:1990 (part-1), welded in requisite 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 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, including Die pentration test, including fabrication ,laying & jointing requisite number of MSERW/GMS bends at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

Booster Stages :-

250 mm dia GMS/ERW Grade L-210 Or A, T=4.80mm IS/ISO 3183 : 2007

Stage-1(Jakhu to Bouru) :-

450 mm dia GMS/ERW Grade -L415 or X-60, T=5.60mm IS/ISO 3183 : 2007

450 mm dia GMS/ERW Grade -L415 or X-60, T=4.80mm IS/ISO 3183 : 2007

Stage-2(Bouru to Uhal) :-

450 mm dia GMS/ERW Grade -L415 or X-60, T=7.10mm IS/ISO 3183 : 2007

450 mm dia GMS/ERW Grade -L415 or X-60, T=6.40mm IS/ISO 3183 : 2007

450 mm dia GMS/ERW Grade -L415 or X-60, T=5.60mm IS/ISO 3183 : 2007

450 mm dia GMS/ERW Grade -L415 or X-60, T=4.80mm IS/ISO 3183 : 2007

Stage-3(Matlana to Sangroh) :-

250 mm dia GMS/ERW Grade -L415 or X-60, T=4.00mm IS/ISO 3183 : 2007

Stage-3(Matlana to Awahdevi) :-

400 mm dia GMS/ERW Grade -L415 or X-60, T=5.60mm IS/ISO 3183 : 2007

Stage-Mahesh Kawal Ph-1 :-

300 mm dia GMS/ERW Grade -L-290 or X-42, T=7.10mm IS/ISO 3183 : 2007

300 mm dia GMS/ERW Grade -L-290 or X-42, T=6.40mm IS/ISO 3183 : 2007

300 mm dia GMS/ERW Grade -L-290 or X-42, T=5.60mm IS/ISO 3183 : 2007

300 mm dia GMS/ERW Grade -L-290 or X-42, T=4.20mm IS/ISO 3183 : 2007

Stage-Mahesh Kawal Ph-2 :-

250 mm dia GMS/ERW Grade -L-290 or X-42, T=7.10mm IS/ISO 3183 : 2007

250 mm dia GMS/ERW Grade -L-290 or X-42, T=6.40mm IS/ISO 3183 : 2007

250 mm dia GMS/ERW Grade -L-290 or X-42, T=5.60mm IS/ISO 3183 : 2007

250 mm dia GMS/ERW Grade -L-290 or X-42, T=5.20mm IS/ISO 3183 : 2007

250 mm dia GMS/ERW Grade -L-290 or X-42, T=4.80mm IS/ISO 3183 : 2007

Stage- Uhal to Barin (Gravity)

250 mm dia GMS/ERW Grade -L-210 or A, T=4.80mm

200 mm dia GMS/ERW Grade -L-210 or A, T=4.80mm

150 mm dia GMS/ERW Grade -L-210 or A, T=4.80mm

Providing double flanged Cast Steel Non Return Valve, following class of Leader/ Kirloskar approved make of following dia. for rising main and capable of with standing following normal seat pressure conforming to BS:1868/API-600 or latest ammendments. ( Class required as per site condition ).

i) 400mm dia , Class ASA-300

ii) 450mm dia , Class ASA-300

iii) 300mm dia , Class ASA-600

iv) 300mm dia , Class ASA-300

v) 250mm dia , Class ASA-300

vi) 250mm dia , Class ASA-600

vii) 200mm dia , Class ASA-300

Providing double flanged Cast Steel Sluice Valve, following class of Leader/ Kirloskar approved make of following dia. for rising main and capable of with standing following normal seat pressure conforming to BS:1868/API-600 or latest ammendments. ( Class required as per site condition ).

i) 400mm dia , Class ASA-300

ii) 450mm dia , Class ASA-300

iii) 300mm dia , Class ASA-600

iv) 300mm dia , Class ASA-300

v) 250mm dia , Class ASA-300

vi) 250mm dia , Class ASA-600

Providing and fixing screwed type cast iron air valve of 50 mm dia (single ball type) of Leader make confirming to BS : 1452-90 with upto date amendments as per class PN-10.00 to withstand a seat pressure 54.84 Kg/ cm2 in rising main.

(Booster stage-I ) Supply & Errection of horizontal spindle, vertical split casing Single/Multistage Submersible pumps of standard make such as KSB/Mather & Platt/Kirloskar/Best & crompton// Grounfos conforming to BIS 18034-1976 appropriate IS code (latest with upto date ammendments) read with BIS 9137-1978 or latest to handle clear water with impellers, casing ring & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate to Kirloskar/NGEF/Crompton/Siemen/Jyoti/ ABB/Morthon/Slip ring/squirrel cage screen protected drip proof induction eletric motor suitable for operation on the data given below:-

SITE CONDITIONS :

Location of Site About 35 Km from Hamirpur.

The altitude of place in which the motor is intended to work in ordinary service if it exceeds 1000 mt.

Humidity-As normally encountered in Shivalik Range.

Nature of atmosphere

Detail of quality of water -Clear cold water.

Water free from sand or not-Yes.

Water corosive or not-Yes.

Turbidity (if any)-Upto 50PPM.

NPSH available-Positive suction

Any other information or requirement.

OPERATION CONDITIONS

Type of current-AC three/single phase.

Operating frequency-50 HZ

Rated voltage-400 (+/-) 10% volts.

System of earthing if any to be adopted. -Double loop earthing as per BIS 3043-1987 latest with upto date ammendments.

Nos. of working hours per day ----Supply of Leader/ Kirloskar or approved make of cast iron flanged screwed type foot valve with strainer of dia equal to dia of suction pipe conforming to BIS 4038-1986 or latest with upto date ammendments

Speed of revolution in RPM. -To be quoted by tenderer.

Direction of rotation-To be quoted by tenderer.

The max. Temp. of cooling air & water in the place in which the motor is intented to work in ordinary service. -35 Degree Centigrade.

MOTOR

Ref to BIS code. -BIS 325- 1978 read with BIS 900-1992 (latest) with upto date ammendments.

Type of enclosure of motor -SPDP (as per BIS 4691-1985 (Latest)

Type of duty -Continuous.

Mechanical out put in KW. -Suitable for driving centrifugal pumps required for duties specified against pumps. To avoid overloading of motor a margin of about 15-20% may be kept in the rated out put of prime mover.

Class of insulation-Class- B.

Max. permissible temprise of motor reqd, if different from given in B (viii) above.

Particulars of test reqd. & wheire they are to be conducted. -As per terms & conditions.

Particulars as to whether voltage limiting device will be employed. -ATS/star delta starter oil immersed fully automatic to be installed between bus bar chamber & motor.

Shunt capacitor is also proposed to be installed for improving the power factor at site.

NOTE :- Star delta starter upto 37.5 KW. ATS between 37.5 KW to 50 KW & Stator rotor starter with slipring motor beyond 50 KW.

Motor whether squirrel cage or slipring.-Squirrel cage/slipring (Note :- Squirrel cage upto 65HP and slipring above 65 HP. )

Details of shaft extension reqd. -Just sufficient to provide direct drive by flexible coupling to pump.

Type of slip ring gear whether continously rated or for starting puposes only & whether to be fitted with brush lifting or short circuiting arrangements or both if interlocks are required. -Continously rated for Squirrel cage/ slipring motor.

Breakway torque in terms of rated load torque & the corresponding breakway starting current which may be taken from the supply with the starting apparatus in circuit.---Breakway torque to be given by the tenderer but the starting current should not exceed 2.5 times of the full load current

Nature of laod & any information regarding the driven machine which has a bearing upon the torque reqd. during the accelerated period, the kinetic energy of the moving parts to be accelrated & Nos. of starts during a specified period.---To work the pump offered.

Where possible fault capacity of the system to which the motor is connected. --The motor should be able to withstand initial current of 2.5times the rated current for two minutes without suffering damages or permanent defomations.

PUMP (IS 8034 -1974) read with BIS 9137-1978 both latest with

upt date ammendemnts.

Nos of pumps reqd. ---4 Nos working pumps & 4 No stand bye

Spare parts required.---For two years normal maintenance as recommended by manufacturer.

Optional fittings reqd. ---Air cock for exahausting air from Each stage.

PUMP OPERATING CONDITIONS

Capacity-33.20LPS Each for P/well 2 & 3

Total head in Mtrs. 35.72 Mtrs and 35.88 Mtrs for P/well 1 &4

If total head is not known then follwing details be provided :-

Static head 25 Mtrs

Mininimum depth of water ---- mtrs

Variation in water level ---- mtrs

Ground level to max. water level ---- mtrs

Ground level to delivery point ---- mtrs

Presure in the suction tank -----Kg/cmΛ²

Pressure in the delivery tank -----Kg/cmΛ²

Length of Rising main in Rmt--750/700 Rmt

Dia of R/main-250 mm

Drive arrangement--Direct through flexible coupling on a common base plate.

Drive type--Electric driven.

NPSH reqd. --To be quoted by the tenderer.

Limits of total head in which the pump is reqd. to operate. ---(-) 15% to (+) 10% of total head.

Suction/delivery size of pump. ---To be specified by the tenderer.

Efficiency of pump at ---To be specified by the tenderer.

a)-duty head

b)-(+) 10% head

c)(-) 15% head

Material of construction.---To be specified by the tenderer

(Manufacturers certificate to be appended)

ENERGY SAVING STARTER PANEL

Supply , Installation, Testing and Commissioning of Energy Saving Variable Frequency Starter Panel for centrifugal pump made out of 16 Gauge sheet, powder coated dust and vermin proof, wall/base mounted and front opening door type with copper insulated wiring suitable to operate 2 Nos. pumps (1 working & 1 stand by) each of the rating 30 HP . Starter should be capable enough to handle the following faults like short circuit, over current, under current, over voltage, under voltage, dry run protection and phase loss with LED ON/OFF & TRIP indicators, Power Quality Monitoring & Controlling Relay at the Incomer Feeder, Should be fitted with Surge Suppressor Device suiatble to protect against class-1 & 2 surges. Make: Aarmation Electric Private Limited/Adlec/ELLES/Tricolite

Energy Saving Variable Frequency Starter of ------- HP Heavy Duty for smooth start and smooth stop of pumps and for the energy conservation in the system. It Should be capable to monitor & control the frequecy of pumps through out the operation and to maintain the power factor of the system within acceptable limits. It should be able to withstand ambient temperature upto 50 Degrees celcius without derating and have conformal coating class 3C2, so that it can work in any harsh environment like moisture etc. Make: JSV Approved

Multi function meter indicating different parameters like Current, Voltage, KWH, PF, THD etc. with RS 485 communication Make:- L&T/Conserve/Schnieder

Main incomer MCCB of suitable capacity of L&T / Schnieder/ABB/Siemens make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition).

LED Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 ( Part I & II ) latest with upto date ammendments.

LED On / Off & Trip indicator and push buttons, Control and power wiring,Power capacitor,Cooling fan 230 VAC, Contorl terminal, Bus Bar, i.e.Bolt, insulator, etc.

Input Choke of required HP for Energy saving variable frequency Starter which should be installed at the input of Energy saving variable frequency starter, so that there should be proper protection in case of any voltage surge and distortions.

Control Transformer Make: Aarmation Electric/MAS/Elle

Power and Control Wiring and Busbar

Installation, Commissioning and Software Development

Surge supressor device with Isolating MCCB to eliminate the power surges due to lightening and system surges.

Power quality monitoring & controlling relay with Control Contactor to safeguard the Electronic & Electric elements

Independent Control Panel with Switch Fuse Unit and Fuses of Suitable Amperage to eliminate the KItKat fuses of HPSEB Make: Siemens/Schnieder/L&T

Single phase preventor of reputed make & suitable cacpacity.

AUTOMATION SYSTEM

PLC (Programmable logic controller) with appropriate digital and analog inputs and outputs to give automatic command to Star Delta Starter Panel/ Energy Saving Variable Frequency Starter Panel

Electronic relay card 8 channel

SMPS 4.5 Amps to energise PLC system

HMI (Human Machine Interface) 7" display for Monitoring and Controlling of Centrifugal pumps

Control MCB for Automation System

Level Sensor to indicate the water level of tank remotely

Suplly and erection of electromagnetic Flow Meter with 4-20m/A output with RS-485 communication

Shielded Data Cable for Communication of Level Sensor with PLC

Supply of Mobile App (Android/IOS) with User ID and Password to monitor and control the pumping operation from Mobile for 3 users. Make: Aarmation Electric/Bechoff Automation/ Rockwell Automation.

Cloud GateWay for Data Clouding to Server

Installation, Commissioning and Software Development

Supply of The makes for Electrical actuators for automatic valves shall be Leader/ Kirloskar or approved make of having size equal to delivery of pump and capable of with standing nominal seat pressure of 52 Kg/cm^² (the offered valve shall be as per the requirement of the automation of the system)

Supply of Leader/ Kirloskar or approved make of suitable size cast iron /Cast Steel double flanged swing check type reflux valve (PN-1.6)having bye pass arrangement & size equal to delivery of Pump for withstanding nominal seat pressure of 10 Kg/cm^²

NOTE:- The sluice valve shall conform to BIS 780-1984 latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 780 then the sluice valves shall be of cast steel conforming to class 150 ASA (Seat pressure 21Kg/cm^²) or class 300 ASA (Seat pressure 52 Kg/cm^² or class 600 ASA (Seat pressure 104 Kg/Cm²) as per BS 1414 (API 600)

Supply of Leader/ Kirloskar or approved make of suitable size Cast Iron/Cast Steel double flanged swing check type reflux valve (PN-1.6)having bye pass arrangement & size equal to dia of R/Main for withstanding nominal seat pressure of 10 Kg/cm^²

NOTE:- The sluice valve shall conform to BIS 780-1984 latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 780 then the sluice valves shall be of cast steel conforming to class 150 ASA (Seat pressure 21Kg/cm^²) or class 300 ASA (Seat pressure 52 Kg/cm^² or class 600 ASA (Seat pressure 104 Kg/Cm²) as per BS 1414 (API 600)

P/L jointless flat water proof cable as per BIS 694-1990 (latest with upto date ammendments) suitable for the pump set offered from OCB to motor, motor to starter including all other electrical equipments such as Thimbles, flexible pipes, solder, nuts & bolts cable glands etc. laid in pipes or trenches. The type, size & make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.

P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt, G.I. Pipes, thimbles, nuts & bolts, digging of pits, G.I.wiring & 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendments for above motors & other electrical equipment.

Supply of standard make 100mm dia circular dial pressure gauge of suitable range Fiebeg/Bourden/Precision make with all accessories such as stop cock, copper tubing etc. conforming to BIS 3624-1987 latest with upto date ammendments.

P/L delivery pipe considering site requirements, NPSH required & available & common header having area equal to two times the area of delivery branch of pump including tapers, flanges, rubber gaskets, 3mm thick as per BIS-2712-1978 nuts & bolts as per 1364-1983 & special up to 5 mtrs. away from the outer wall of pump house as per layout drawings approved by Engineer-in-Charge. The pipes shall be capable of with standing 1.5 times the total pressure indicated in item Nos. 1e(ii).

Errection of all equipments from S.Nos. 1 to 4, 6 & 8 i/c cost of tees, bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.

Stage-1 Supply of Horizental spindle, horizental split casing Single/Multistage centrifugal pumps of standard make such as KSB/Mather & platt/Jyoti/Kirloskar/WASP conforming to BIS 1520-1980 (latest with upto date amamendments) read with BIS 9137-1978 or latest to handle clear water having turbidity 50 ppm. with impellers, casing ring & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate to Kirloskar/NGEF/Crompton/Siemen/Jyoti slip ring/squirrel cage screen protected drip proof induction electric motor suitable for operation on the data given below.

1st stage

2nd stage

SITE CONDITIONS :

Location of Site About 35 Km from Hamirpur.

The altitude of place in which the motor is intended to work in ordinary service if it exceeds 1000 mt.

Humidity-As normally encountered in Shivalik Range.

Nature of atmosphere

Detail of quality of water -Clear cold water.

Water free from sand or not-Yes.

Water corosive or not-Yes.

Turbidity (if any)-Upto 50 PPM.

NPSH available-

Any other information or requirement.

OPERATION CONDITIONS

Type of current-AC three/single phase.

Operating frequency-50 HZ

Rated voltage-400 (+/-) 10% volts.

System of earthing if any to be adopted. -Double loop earthing as per BIS 3043-1987 latest with upto date ammendments.

Nos. of working hours per day ----8 Hours

Speed of revolution in RPM. -To be quoted by tenderer.

Direction of rotation-To be quoted by tenderer.

The max. Temp. of cooling air & water in the place in which the motor is intented to work in ordinary service. -25 Degree Centigrade.

MOTOR

Ref to BIS code. -BIS 325- 1978 read with BIS 900-1992 (latest) with upto date ammendments.

Type of enclosure of motor -SPDP (as per BIS 4691-1985 (Latest)

Type of duty -Continuous.

Mechanical out put in KW. -Suitable for driving centrifugal pumps required for duties specified against pumps. To avoid overloading of motor a margin of about 15-20% may be kept in the rated out put of prime mover.

Class of insulation-Class- B.

Max. permissible temprise of motor reqd, if different from given in B (viii) above.

Particulars of test reqd. & wheire they are to be conducted. -As per terms & conditions.

Particulars as to whether voltage limiting device will be employed. -ATS/star delta starter oil immersed fully automatic to be installed between bus bar chamber & motor.Shunt capacitor is also proposed to be installed for improving the power factor at site. NOTE :- Star delta starter upto 37.5 KW. ATS between 37.5 KW to 50 KW & Stator rotor starter with slipring motor beyond 50 KW.

Motor whether squirrel cage or slipring.-Squirrel cage/slipring (Note :- Squirrel cage upto 65HP and slipring above 65 HP. )

Details of shaft extension reqd. -Just sufficient to provide direct drive by flexible coupling to pump.

Type of slip ring gear whether continously rated or for starting puposes only & whether to be fitted with brush lifting or short circuiting arrangements or both if interlocks are required. -Continously rated for Squirrel cage/ slipring motor.

Breakway torque in terms of rated load torque & the corresponding breakway starting current which may be taken from the supply with the starting apparatus in circuit.---Breakway torque to be given by the tenderer but the starting current should not exceed 2.5 times of the full load current

Nature of laod & any information regarding the driven machine which has a bearing upon the torque reqd. during the accelerated period, the kinetic energy of the moving parts to be accelrated & Nos. of starts during a specified period.---To work the pump offered.

Where possible fault capacity of the system to which the motor is connected. --The motor should be able to withstand initial current of 2.5times the rated current for two minutes without suffering damages or permanent defomations.

PUMP (IS 1520 -1980) read with BIS 9137-1978 both latest with

upt date ammendemnts.

Nos of pumps reqd. 4 Nos working pumps & 2 No stand bye

Spare parts required.---For two years normal maintenance as recommended by manufacturer.

Optional fittings reqd. ---Air cock for exahausting air from Each stage.

PUMP OPERATING CONDITIONS

Capacity-33.04 LPS Each for 1st stage and 24.22 LPS each for 2nd stage

Total head in Mtrs. 432.91. Mtrs 1st stage and 473.38 for 2nd stage

If total head is not known then follwing details be provided :-

Static head 400 mtr And 396 mtr 1st & 2nd stage respectively

Mininimum depth of water ---- mtrs

Variation in water level ---- mtrs

Ground level to max. water level ---- mtrs

Ground level to delivery point ---- mtrs

Presure in the suction tank -----Kg/cmΛ²

Pressure in the delivery tank -----Kg/cmΛ²

Length of Rising main in Rmt--6000/10500 Rmt 1st & 2nd stage respectively.

Dia of R/main-300/250 mm

Drive arrangement--Direct through flexible coupling on a common base plate.

Drive type--Electric driven.

NPSH reqd. --To be quoted by the tenderer.

Limits of total head in which the pump is reqd. to operate. ---(-) 15% to (+) 10% of total head.

Suction/delivery size of pump. ---To be specified by the tenderer.

Efficiency of pump at ---To be specified by the tenderer.

a)-duty head

b)-(+) 10% head

c)(-) 15% head

Material of construction.---To be specified by the tenderer

(Manufacturers certificate to be appended)

ENERGY SAVING STARTER PANEL

Supply , Installation, Testing and Commissioning of Energy Saving Variable Frequency Starter Panel for centrifugal pump made out of 16 Gauge sheet, powder coated dust and vermin proof, wall/base mounted and front opening door type with copper insulated wiring suitable to operate 2 Nos. pumps (1 working & 1 stand by) each of the rating 300 HP & 350 HP . Starter should be capable enough to handle the following faults like short circuit, over current, under current, over voltage, under voltage, dry run protection and phase loss with LED ON/OFF & TRIP indicators, Power Quality Monitoring & Controlling Relay at the Incomer Feeder, Should be fitted with Surge Suppressor Device suiatble to protect against class-1 & 2 surges. Make: Aarmation Electric Private Limited/Adlec/ELLES/Tricolite

Energy Saving Variable Frequency Starter of 300 HP & 350 HP Heavy Duty for smooth start and smooth stop of pumps and for the energy conservation in the system. It Should be capable to monitor & control the frequecy of pumps through out the operation and to maintain the power factor of the system within acceptable limits. It should be able to withstand ambient temperature upto 50 Degrees celcius without derating and have conformal coating class 3C2, so that it can work in any harsh environment like moisture etc. Make: JSV Approved

Multi function meter indicating different parameters like Current, Voltage, KWH, PF, THD etc. with RS 485 communication Make:- L&T/Conserve/Schnieder

Main incomer MCCB of suitable capacity of L&T / Schnieder/ABB/Siemens make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition).

LED Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 ( Part I & II ) latest with upto date ammendments.

LED On / Off & Trip indicator and push buttons, Control and power wiring,Power capacitor,Cooling fan 230 VAC, Contorl terminal, Bus Bar, i.e.Bolt, insulator, etc.

Input Choke of required HP for Energy saving variable frequency Starter which should be installed at the input of Energy saving variable frequency starter, so that there should be proper protection in case of any voltage surge and distortions.

Control Transformer Make: Aarmation Electric/MAS/Elle

Power and Control Wiring and Busbar

Installation, Commissioning and Software Development

Surge supressor device with Isolating MCCB to eliminate the power surges due to lightening and system surges.

Power quality monitoring & controlling relay with Control Contactor to safeguard the Electronic & Electric elements

Independent Control Panel with Switch Fuse Unit and Fuses of Suitable Amperage to eliminate the KItKat fuses of HPSEB Make: Siemens/Schnieder/L&T

Single phase preventor of reputed make & suitable cacpacity.

AUTOMATION SYSTEM

PLC (Programmable logic controller) with appropriate digital and analog inputs and outputs to give automatic command to Star Delta Starter Panel/ Energy Saving Variable Frequency Starter Panel

Electronic relay card 8 channel

SMPS 4.5 Amps to energise PLC system

HMI (Human Machine Interface) 7" display for Monitoring and Controlling of Centrifugal pumps

Control MCB for Automation System

Level Sensor to indicate the water level of tank remotely

Suplly and erection of electromagnetic Flow Meter with 4-20m/A output with RS-485 communication

Shielded Data Cable for Communication of Level Sensor with PLC

Supply of Mobile App (Android/IOS) with User ID and Password to monitor and control the pumping operation from Mobile for 3 users. Make: Aarmation Electric/Bechoff Automation/ Rockwell Automation.

Cloud GateWay for Data Clouding to Server

Installation, Commissioning and Software Development

Supply of The makes for Electrical actuators for automatic valves shall beLeader/ Kirloskar or approved make of having size equal to delivery of pump and capable of with standing nominal seat pressure of 52 Kg/cm^² (the offered valve shall be as per the requirement of the automation of the system)

Supply of Leader/ Kirloskar or approved make of suitable size Cast Steel double flanged swing check type reflux valve having bye pass arrangement & size equal to delivery of Pump for withstanding nominal seat pressure of 10 Kg/cm^²

NOTE:- The sluice valve shall conform to BIS 780-1984 latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 780 then the sluice valves shall be of cast steel conforming to class 150 ASA (Seat pressure 21Kg/cm^²) or class 300 ASA (Seat pressure 52 Kg/cm^² or class 600 ASA (Seat pressure 104 Kg/Cm²) as per BS 1414 (API 600)

Supply of Leader/ Kirloskar/Sachdeva , RG or approved make of suitable size Cast Steel double flanged swing check type reflux valve having bye pass arrangement & size equal to dia of R/Main for withstanding nominal seat pressure of 10 Kg/cm^²

NOTE:- The sluice valve shall conform to BIS 780-1984 latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 780 then the sluice valves shall be of cast steel conforming to class 150 ASA (Seat pressure 21Kg/cm^²) or class 300 ASA (Seat pressure 52 Kg/cm^² or class 600 ASA (Seat pressure 104 Kg/Cm²) as per BS 1414 (API 600)

P/L suitable size copper PVC insulated armoured power 3 1/2 core cable conforming to BIS 1554 (Part I) - 1988 or latest with upto date ammendments Siemen/Gloster/ICC make from meter of HPSEB to OCB & from OCB to Busbar switch & starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles, flexible pipe, solder, nuts & bolts, cable glands etc. laid in pipe or trenches under floor. The type, size & make will be subject to approval of HPSEB authorities. In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.

P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt, G.I. Pipes, thimbles, nuts & bolts, digging of pits, G.I.wiring & 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendments for above motors & other electrical equipment.

Supply of standard make 100mm dia circular dial pressure gauge of suitable range Fiebeg/Bourden/Precision make with all accessories such as stop cock, copper tubing etc. conforming to BIS 3624-1987 latest with upto date ammendments.

P/L delivery pipe considering site requirements, NPSH required & available & common header having area equal to two times the area of delivery branch of pump including tapers, flanges, rubber gaskets, 3mm thick as per BIS-2712-1978 nuts & bolts as per 1364-1983 & special up to 5 mtrs. away from the outer wall of pump house as per layout drawings approved by Engineer-in-Charge. The pipes shall be capable of with standing 1.5 times the total pressure indicated in item Nos. 1e(ii).

Supply of antivibration pads conforming to BIS 6337-1971 or latest with upto date ammendments of suitable size for above machinery.

Errection of all equipments from S.Nos. 1 to 4, 6 & 8 i/c cost of tees, bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.

SCADA SYSTEM

Industrial Grade 4U Rack mount PC 400Watt ATX Industrial Grade Power Supply Industrial Grade Mother board Intel core-i5 processor 8 GB RAM 480 GB SSD 2 x Ethernet Port 2 x Serial Com Port 4 x USB Port DVD R/W Logitech Key board & mouse 26 " Dell make monitor Windows-10 Professional operating systems

Webaccess SCADA with 1500 Tag

Intelligent Communication Gateway for IoT application

UPS 1 KVA

Coloured Printer make HP, CANON

Development of SCADA software

SIAN INFRA AND REALCON LLP

R.G. INDUSTRIES

Lahoty Buildcon Limited

HARJEET SINGH

Swastik Constructions