Providing LIS to village Maghali Bhawana Gagar and Chamrota in G.P Purag Tehsil Kotkhai Distt Shimla HP SH Construction of RCC Sump well of 92000 ltrs cap 3 Nos RCC S tank of 28000 ltrs cap 1 No 26000 ltrs cap 1 No 20000 ltrs cap 1 No 12000 ltrs cap

Amount

Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.

Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm (Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-in-Charge.

Providing and laying cement concrete 1:1:2 (1cement :1Sand: 2 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in:-

Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge.

Walls (Any thickness) attached pillasters, pillasters, buttresses, beam girder and contilevers upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge.

Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.

Providing mild steel/ tor steel reinfircement for rainforced concrete work I/C bending, binding and placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge.

Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge.

Foundation and footing base of column & mass concrete with in all leads and lifts as per the direction of the Engineer in Charge.

Column, pillar & poat upto floor two level square, rectangular and polygonal in plan.

Beams, cantilevers, Girders & lintels sides and siffits of beams, hounching cantilever girder not exceeding 1 mtr. Depth.

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads aand lifts as per the direction of the Engineer in Charge.

Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness with in all leads aand lifts as per the direction of the Engineer in Charge.

Slopping and battering surfaces I/c folding plates where inclination to horizontal plane not exceeding 30 degrees.

Edge of slab and break in floor 20 cm wide

Stair cases (except spiral stair cases) excluding landing I/c preparation of surfaces

Providing and Fixing (M.S. Sheet & Angle Iron) 600x600 mm size man hole cover with frame and controling chaber for wheel valve complete in all respects including locking arrangements etc. (not less than 58 Kg) within all leads and lifts and as directed by the Engineer-in-charge.

Providing in RCC smooth finishing of the exposed surfece with 6 mm cement plaster 1:3 (1 Cement: 3 Sand) complete in all respects.

Wire crates made of GI wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately) GI wire 5mm thick corresponding to SWG-6 15x15 mesh with in all leads and lifts as per the direction of the Engineer - in - Charge.

Wire crates of GI wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately , with in all leads and lifts as per the direction of the Engineer - in - Charge.

Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts as per the directions of the Engineer in charge.

Providing and laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40 mm nominal size ) with 15% plum concrete and curing complete excluding cost of form work in retaining walls/breast walls,the size of plums shall usually be 150 mm to 300 mm as per H.P.P.W.D Specification.

Boulder filling behind R/wall & B/wall within all leads and lifts and as directed by the Engineer-in-charge.

R/R masonary/polygone rubble masonry (uncoursed/brought to course) with hard stone of approved quality in foundation & plinth including levelling up with cement concrete 1:6:12 (1cement:6sand:12aggrigate 20mm nominal size)at plinth level in CM 1:6 (1cement:6sand) within all leads and lifts as per the directions of the Engineer in charge.

Manufacturing & Supplying of fencing of size. 1.50*1.20m of 25*25mm mesh welded to M.S. equal angle of 35x35x5mm with M.S. flat cover 20*3mm, M.S. hold fasts made out of M.S. flat 32*5mm including cutting welding painting with red oxide paint complete in all respect and as per direction on Engineer-in-charge.

Cutting in earth work in all classification of earth work such as pick work, jumper work, saturated soil, in all lifts including trimming and dressing of sides, levelling of beds where ever required, and stacking the usable/ serviceable materials/soil separately complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Prov.and lying cement concrete 1:4:8(1Cement: 4 Sand:8 Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge.

Providing & Laying cement concrete 1:5:10(1ccement :5 sand: 10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts as per the directions of the Engineer in charge.

Providing and laying cement concrete work 1:1.5:3 (1cement :1.5 sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcment for reinforcement concrete work in

Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge.

Column.pillar & post upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge.

Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.

Stair cases (except spiral stair cases) excluding landing I/c preparation of surfaces with in all leads and lifts as per the direction of the Engineer in Charge.

Half Brick masonary using common burnt clay building bricks above plinth upto floor two level in CM1:4 (1cement: 4sand) With in all leads and lifts as per the direction of the Engineer- in- charge.

Providing and fixing pressed steel door, frames, manufactured from comercial mild steel sheet of 1.25 mm thickness including hinges jump block Jamb, beed, and if required angle threshold of mil steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or regidly fixed together by machanical means adjustable lugs with split and tails to each Jamb i/c steel but things 2.5mm thick with guards lock strike plate and shock as specified and applying a coat of applying steel primer after pretreatment of the surfaces directed by the Engineer-in-charge

Profile A

Profile B

Profile C

Providing and fixing Pannelled and glazed shutters for doors windows and clear storey windows including bright finish black enamel led iron butt hinges with necessary screws 50mm thick: 2nd class deodar wood.

P/F wire gause shutters using MS wire gause of IS gause designation 85 G for doors windows clerestorey windows I/c bright finished black enamelled iron hinges with necessary secrews 40 mm thick 2nd class deodar wood.

15 mm thick cement plaster on fair sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cm 1:6 (1cement:6sand)

20 mm thick cement plaster on rough sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cm 1:6 (1cement:6sand)

6 mm thick cement plaster in CM 1:3( 1cement 3 sand in roof slabs

White washing with lime on undecorated wall surfaces(two coats) to give an even shade I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter.

Distempering (two coats) with oil bond distemper of approved brand and manufacture and of required shade on undecorated surfaceto give an even shade and including priming coat with distemper after throughly brushing the surface free from mortar dropping and other foreign matters.

Finishing wall with water profing cement paint of approved brand and manufacture and of rerquired shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials.

Precastterrazo tiles compressed 20 mm thick with marble chips of specified size laid in floors treads of steps and landings on a bed of 25 mm average thickness of cement mortor 1:6 jointed with neat cement slury mixed with pigment to match the shade of tiles (wherever required) including rubbing & polishing with tiles of folowing Shade: Silver Gray

Precast terrazo tiles 20m thick (with marble chipsof specified size) In Skirting & riser ofsteps not exceeding 30cm in height on 10mm thick cement plaster 1:3 (1cement:3sand) and jointed with white slurry. Selvary grey

Applying priming coat over new wood and wood based surfaces after and including preparing the surface by throughly cleaning oil grease & dirt and other foreigm matter

Painting two coats(excluding priming coat) on new wood and wood based surfaces with ready mixed paint brushing to give even shade including cleaning all dirt, dust and other foreign matters white paint

Painting two coats(excluding priming coat) on new wood and wood based surfaces with ready mixed paint brushing to give even shade including cleaning all dirt, dust and other foreign matters other than white paint

Providing and fixing of MS grill of required patttern in wooden frame of window etc. with MS rounded headed bolts and nuts or by screw: Plain Grill.

Stone soling properly hand packed filling interstices with spalls and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. 100mm spread thickness (finished work including materials and labour) within all leads and lifts an da directed by the Engineer-in-charge.

Providing and fixing Aluminium sliding door bolts withnuts and screws complete I) 250mmX16mm

Providing and fixing MS. tower bolts barrel type with screws etc. complete.

200mmX10mm

150mmx10mm

Providing and fixing MS .handles with screws etc. complete.

125mm dia

100mm dia

Providing 40x3 mm flat iron hold fast 40cm. Long including fixing to frame with 10mm dia metres bolts, nuts and wooden plug and embedding in cement concrete block 30x10x15cm. 1:3:6( 1cement:3sand:6 graded stone att. 20mm nominal size) within all leads and lifts and as directed by the Engineer-in-charge.

Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size) i/c finishing the top surface of concrete smooth within all leads and lifts and as directed by the Engineer-in-charge.

Providing and laying brick tiles over mumty roofs grouted with cement mortar 1:3 over a 12mm layer of cement mortar 1:3 and finished needly within all leads and lifts and as directed by the Engineer-in-charge.

Providing, laying, testing & commissioning at site in trenches bevelled ended BIS marked API pipes confirming to IS-1978-1982 ISO- 3183-2007 or its equivalent latest with up to date ammendments of following dia with steel grade Yst -240, having wall thickness as mentioned below & capable of withstanding required test pressure as prescribed in BIS/ISO code, in random lengths of 5.5 to 6.5 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall have's zinc coating inside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with Yst-210, code IS-3183-2007 or its equivalent . The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge (Earth work & cost of MS flanges after 100 meter length shall be measured & paid for seperately).

Dia 80 mm class L-210 Wall Th. 6.10mm

Dia 80 mm class L-210 Wall Th. 5.60mm

Dia 80 mm class L-210 Wall Th. 4.80mm

Laying jointing and testing of GMS pipe conforming to IS 1239-1991(part-I) of various thickness as mentioned and grade designation with bevelled edge and capable of withstanding required testing pressure in random length of 5.5-65 meters i/c testing and commissioning and cost of jointing with buttwelding as per revant BIS specification ( leak proof) including cost of bends tail pieces, tees reducers increasers etc. as per site requirement and as per directio of the Engineer-in-charge, earth work in trencher to be measured and paid for separately i/c all leads lifts and carriage of materials at site.

Dia 80 mm class G.I (H) Wall Th. 5.40mm

Dia 100 mm class G.I (H) Wall Th. 4.80mm

Providing, welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to ERW after 100 mtr. pipe or as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 with electrode as per IS: 814-1991 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect in all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.

Dia 80mm API Pipe Flange Table 34

Dia 80mm API Pipe Flange Table 34

Dia 80mm API Pipe Flange Table 28

Dia 80mm G.I (H) Flange Table 28

Dia 80mm G.I (H) Flange Table 17

Laying , jointing and testing in trenches Galvanised Mild Steel tube of the following dia metres including smooth bending by necessary bends, or through pipe bending machine with necessary all pipe fittings such as Tees, Elbows, Union & Reducers etc. of ISI marked & testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. (Earth work in trenches to be measured and paid for separately)

100 mm dia.

40 mm dia.

32 mm dia.

25 mm dia.

Providing and replacing of copper alloy gate valve (Heavy duty) ISI marked with in all leads and lifts as per the direction of Engineer-in-Charge.

100 mm dia.

40 mm dia.

32 mm dia.

25 mm dia.

Pumping Machinry for booster stage. Providing and fixing of monoblock pump confirming to IS 9034-1976 alongwith directe coupled submersible type squirrel cage electric including motor for operation 415 volt 3 phase 50 G.P.S A.C supply water lubricant bearing and providing with pivoted sigment type thrust bearing to with stand non verticle lead with minimum wear and tear and duly fitted with device to take up to the expension of water with heating of motor complete in all respect including entire carriage of material upto all leads and lifts (Make KSB/Kirlosker/ Mathar & Patt). Pump Specification: Make Model No. of stages Material (Manufacturers certificate to be appended performances: Total Head: 59.72 Mtr. Discharge: 6.34 LPS, BHP Absorbed , effeciancy: 60% NPSH Motor: Make Model Motor rating, Speed .......Rpm. Insulation.

Supply and fixing of control panel for mono submersible pump complete with shaft and angle iron, febricated duly painted and complete with internal wiring and comprising of air break starter main switch of suitable Amp., T.P volt meter, ameter, phase indicating lamp water level gaurd and single phase preventor including entire satisfection of Engineer-in-Charge.

Supply and fixing submersible cable 2.5 Sqmm to Mono submersible pump including entire carriage and satisfection of Engineer-in-Charge.

Pumping machinery for stage 1st. installation commissioing & testing of horizontal spindle, horzontal/redial split casing/end suction (back full out arrangement) single /double/multistage suitable pumps, in series/ parrel of recommended make such as Mather and Platt/KSB/Beacon weir/Jyoti (Asea Broven LTD) as per BIS 1520-1980 with uptodate amendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterstics with cromption impeller, proming funnels,casing ring and shaft sleves of bronze shaft of suitable casing coupled directly through a flexible Cast steel/base plate(base plate to be from the manufacture of the pumping unit only) to slipring/squirrel cage screen protected drip proof induction motor/motors of standred make such as Kirloskar/BHELL/Crompton/NGEF/GEC/Siemens/Jyoti of 2900 RPM and suitable for operation on 400(+/-) 5% volts 50 cycles/second 3phase AC electric supply able for operation second 3 phase AC electric supply.The power of electric motor/motors should at least +10% in excess of the maxium power required by the pump/pumps in the operation range of (+)10% and (-)25% of the duty point head.The motor/motors as per IS:325-1978 with up to date ammendments read with IS:900-1972, The strating current of motor shall be limited.It should include cost of painting etc.and should meet the following requirements.

i) Discharge (Q) 6.34 LPS each pump. ii)Total dynamic head 595.00 Mtr. a)LWL in sump well(h) 1465 Mtr. b) Shaft level 1465 Mtr. c) Level at discharge point 1960.00 Mtr. d) suction lift (+) head mtr. e)Discharge head mtr. f) Static head 495.00 Mtr. iii)Raising main a) Length 2500 Rmt. b) Dia. 100 mm iv)Pumping hours 16 Hrs. v) Altitude of installation above MSL mtr. a) Temperature 0C b) Ambient temp 0C c) Turbiduty JTU d) Alkalanity e) Size of the solids NIL mm f) others.

Providing and fixing ICTP main switch with HRC fuses of Kilburn/L&T/Seimen/Standred/Havells make and having capacity 30% extra of the operationl rating/as per IS-4064-1978 with up to date ammendments immediately after the power meter of the HPSEB. ICTP Switch Make Type Capacity.

Providing & fixing M.S sheet,steel fabricated floor mounted closed almirah type switch board including angle iron post of suitable height and size ISA 40*40*6, duly painted with steel sheet of 16 guage comprising and capable of mounting the following accessories with all internal connections. Panel/Switch board Drawings Layout plan.

ACB/Oil circuit breaker ofKilburn/L&T/MEI/GEC make and of suitable capacity on incoming feeder with or without intitial oil filling as the case may be with neutral linked under voltage releases as per IS:2516-1985 with upto date ammendents suitable for above motors. ACB/OCB Make Type Range Capacity.

Earth leakage circuit breaker of recommonded make L&T/MEI/GEC as per IS:2516-1977 with upto date ammendements and of suitable range which should have control box,operating,handle and trip/reset bush button on/off indicators re-indicating off spring condition of the circuit breaker for over current protection. The cicuit should be equipped with magnet thermal release with matallic tape CST, it should be fitted with earth fault for tripping of breaker on occurance of earth fault on off breaker load side and suitable for above motor and the voltage meter relay 3 phase with all protection and usual indicators and electrid siran against single phasing, low voltage,reverse phasing,over loading and phase voltage difference as per IS:3842(latest edition). ELCB Make Type Range Voltage Monitor relay Make Type Range

100 mm diameter circular dial A.C. supply volt meter of recommended make AE/IMP/Havells of suitable range with slector switches as per IS:4064-1978 with uptodate ammendements. Volt meter Make Type Range

Power factor mtr of standard make as per relevent IS code with upto date ammendements. Power factor meter Type Make

Frequency mtr of standerd make as per relevent IS code with upto date ammendements. Frequency mtr. Make Type Range

Bus bar chamber having three bars of suitable rating for full length equal to the width of the board for three live phases and suitable for induced current, one copper bar of half the rating of full length for netural phase as per IS:8084-1976 and IS:11353-1985 read with BIS-5578-with uptodate ammendments. Bus bar chamber Make Type Rating

Three phase indicator lamps complete with toggie switches for individual motors as per per IS:3452(P_I&II) with up to date ammendements. Three phase Indicator Make Type Capacity

Capacitor of Mecheil/BHEL/GEC/L&Tmake as per IS2834-1986 with up to date ammendements,to raise the power factorat site to 0.95 for direct connection to induction motor individuaily of required KVA rating according to H.P offered including cables as per relevent ISI code(of Siemens/Ciocter/ IEC make0 from busbar chamber to capacitor and also including ICTP switches of appropriate up date ammendements. Capacitor Make Type Range

Hours run meter of reputed make.

P/fixing suitable oil immersed Auto transformer/stater rotor strarter L&T/Siemensmake as per IS:8544-1979 with up to date ammendements for squirrel cage/slip ring motor mounted on panel board with magnetic type over load release and dashpot pot, time lag under voltage release with or with out initial oil filling as the case may be with single phase preventer as per IS:1248(P-V)-1983 with up to date ammendements. Singal phase preventer Make Type

P/Fixing cast iron flanged/screw type stainer as per IS:4038-1986 with up to date ammendement of Kirlosker/Karter valve Machneil/Kilburn Leader make 65 mm dia. Foot valve Make

Providing/Fixing of cast iron double flanged sluice valve of suitable 65 mm dia of Leader/.Bhel Kirlosker/GIED/Kilburn/Fouress make on suction side as per the relevant IS code. Sluice valve Make Class Seat Pressure Material

P/Fixing double flanged cast steel sluice valve of Leader/BHEL/Kirlosker/Kilburn/Kartar valve/Fouress make and of 40 mm dia for the Delivery side of pump and capable of withsdanding the normal sheet pressure as per IS:780-1984 with up to date ammendements class ASA to be mentioned by the firm. Reflux valve Make Class Seat Pressure Material

P/Fixing double flanged cast iron reflux valve of Leader/BHEL/Kirlosker/Kilburn GLED/Fouress make and of 50 mm dia for raising main having bypass arrangement for raising main and capable of withstanding the normal sheet pressure as per IS 5312-1984 (P-I) with up to date ammendements class ASA to be mentioned by the firm. Reflux valve Make Class Seat Pressure Material

P/Fixing double flanged cast steel reflux valve of Leader/BHEL/Kirlosker/Kilburn GLED/Fouress make and of 50 mm dia for raising main having bypass arrangement for raising main and capable of withstanding the normal sheet pressure as per IS 780-1984 with up to date ammendements class ASA to be mentioned by the firm. Reflux valve Make Class Seat Pressure Material

Provading mm dia circular dial pressure guage of Fiebig/Bourden/PREGA/Precision make complete with all accessories such as stop cock, copper tubing etc.as per IS :3624-1987 with up to date ammendements. Pressure guage Make Range.

Providing and fixing double flanged MSERW pipe work (Layout to be approved by the Engineer -incharge of work for suction and delivery pipe suitable for pump(s) offered and common header as per the R/main respectively complete with all specials such as bends,tees,reducers,increasers with conpanion flanges mating with the relevent spectifications of the accessories as indicated in the drawing no 2 including rubber/asbestos gasket of minium 3mm thickness as per IS:2712-1979 and required no,s of nuts and bolts as per IS1364-1983. the pipe shall be as per relevent IS code and to with stand 1.5 times total head stipulated under item No.1 the size of the various components to be as under:- I)Suction pipe mm dia II)Delivery pipe mm dia III)Common header mm dia and will be extendewd up to 5mtrs from the outer wall of the pump house in the direction to be jointed. Suction pipe Type Make Range. Delivery pipe and common header Type Make Range.

Providing and laying copper PVC insulated armoured power cable (one vable carr-ying all the three phases) of suitable size and capacity to motors and all other electrical equipments as per IS:1554 (P-I) 1988 or latest with up to date ammend ements of Siemens/Gloster/IEC/ICC/EICO/National/GRANDLY make including all other accessories such as thimbles,flexible pipes, solder,nuts and bolts,vable glands etc. laid in pipes or trenches under floor. Armored power cable Motor side(from switch to starter and starter to motor) Size Make Type Capacity Core Supply side from meter of HPSEB to bus bar) Size Make Type Capacity Core

Providing and fixing double loop earthing with copper plate 600 mm*600mm*3mm thick electrode complete with material such as thimble,nuts and bolts,charcoal and common salt 25mm*5mm copper strips as per IS:3043_1987 with up to date ammendements for motor and other electrical equipments and digging of pits etc. complete in all respect and as per the direction of Engineer-in-charge.

Suneel Dutt