Providing LWSS Dugha Panjali and Kallar Katochan Kallar Purohitan from River Beas in Tehsil and Distt. Hamirpur

Amount

Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work , saturated soil chiseling or wedging out of rock 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 stacked 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/ mattelled / paved 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. compete in all respects within all leads and lifts as per the direction of Engineer-in-charge. In all kind of soil.

Laying/ jointing and trenches (to level or grade) GMS pipe with 5% joint as flanged joint & remaining 95% butt welded of below mentioned diameter 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 & bolts as per IS1369-1967 & compressed asbestos fiber jointing gaskets sheet not less than 300mm in thickness as per IS 2712-1998 complete in all respects to the entire satification of Engneer in charge. the laying of pipe shall conform to IS 5822-1994 ass well as CPHEEO manual and will include all operation such as jointing including flushing, cleaning and hydraulic testing complete in all respect to the entire satisfaction of Engineer charge including entire carriage of materials in all lifts and leads. (The earth work in treches, flanged joints and butt welded joints shall be measured and paid for separately)

GMS Pipe 100 mm dia (Medium Class) Booster stage

Providing, Laying, jointing and testing of GMSERW Pipe L-415 (X-60) bevelled edged conforming to ISO:3183-2012 of following mentoned grade, diameter and wall thickness in trenches having random lengths of 5-7 mtrs including cost of fabrication of minimum 3 cut bends of required degree. The pipe shall have inside & out side Galvanisation at manufacturer work conforming to IS:4736-1986 (with upto date ammendments). The pipe shall be jointed with circumferencial butt welded joints by electric arc welding with minimum three layers of welds so as to achive the minimum effective thorat thickness and strength of welds conforming to IS: 816-1969 sepecification, by using welding electrodes of 2.50 mm to 6.30 mm of Advani Oerlikon (Ador)- CITOJET / Esab make, conforming to IS:814-1991, at site of work complete in all respects. Each butt welded joint shall be tested with dye-penetration test ( with the kit consisting of 3 sprays of 250 ML each includes (a) Cleaner CL-96 (b) Penetrant PT-97 (c) Developer Div-98 of checkmate make) complete in all respects, including manual / mechanical handling of pipes in all leads and lifts to the entire satisfication of Engineer-in-charge. (The earth work in treches, flanged joints and butt welded joints shall be measured and paid for separately)

GMSERW pipe 100mm dia R.D. 0/0 to 2550 m with wall thickness 7.10mm

GMSERW pipe 100mm dia R.D. 2550 to 10650 m with wall thickness 6.40mm

GMSERW pipe 100mm dia R.D. 10650 to 14850 m with wall thickness 5.60mm

GMSERW pipe 100mm dia R.D.14850 to 26100 m with wall thickness 4.80mm

GMSERW pipe 100mm dia R.D. 26100 to 33300 m with wall thickness 4.80mm

GMSERW pipe 100mm dia R.D. 33300 to 36000 m with wall thickness 4.80mm

Providing welding and fixing of MS flanges @ 5% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) and welding of MS flanges with GMS/GMSERW pipes in three layers on both faces i.e two layer on outer faces and one layer on inner face to make the joint leak proof (The cost of providing and laying of MSERW 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. the thickness of gasket not less than 3.00 mm conforming to IS 2712-1998. The work shall be done as per entire satisfaction of engineer in charge within all leads and lifts.

GMSERW pipe 100mm dia MS flange Table-42

GMSERW pipe 100mm dia MS flange Table-38

GMSERW pipe 100mm dia MS flange Table-34

GMSERW pipe 100mm dia MS flange Table-28

GMSERW pipe 100mm dia MS flange Table-17

GMSERW pipe 100mm dia MS flange Table-5 (Booster stage)

Providing Circumferencial Butt welded joints by electrical arc welding to below mentioned dia and wall thickness MSERW pipe welded in three 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 2.5 mm to 6.3 mm of Advani Oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991 including Die pentration test, at site of work complete in all respects, including manual/machanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer in charge.

GMS pipe 100mm dia Booster stage

GMSERW pipe 100mm dia R.D. 0/0 to 2550 m with wall thickness 7.10mm

GMSERW pipe 100mm dia R.D. 2550 to 10650 m with wall thickness 6.40mm

GMSERW pipe 100mm dia R.D. 10650 to 14850 m with wall thickness 5.60mm

GMSERW pipe 100mm dia R.D.14850 to 36000 m with wall thickness 4.80mm

Providing and fixing of double flanged cast steel Non Return valve of 100mm dia of Leader/Kirloskar make capacity with standing normal seat pressure as per BS:1868/API-600 of Class ASA-150 with upto date ammendments complete.

Providing and fixing Screw type Cast iron Air Valve 25mm dia (Single Ball type) of Leader make confirming to BS:1452-90 with upto date amendment as per Class- 10.00 with standing a normal seat pressure of 10.20 kg/cm2 in rising main

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:-

Discharge 6.90 LPS

Total head in Mts. 29.73 meters

(a) LWL in sump well (h) mtrs.

(b) Shaft level 720 mtrs.

(c ) Level at discharge point 773 mtrs.

(d) Suction lift mtrs.

(e) Residual head mtrs.

(f) Static head 13.50 mtrs.

Rising main

(a) Length 850 mtrs.

(b) dia 100mm

Pumping hours 8 hours

Altitude of installation above MSL 770 mtrs.

Characterstics of water

(a) Temperature 25 degree centigrade

(b) Abient Temp.

( c) Turbidity 4000 PPM

(d) Alkalanity

(e) Size of the solids

(f) Other

Supplying and fixing of prefabricated control panel consisting of Ampere Meter, Voltmeter, OCB/MCB/MCCB, ON/OFF push button, Circuit breaker, Voltage monitor relay, Power factor meter, Frequency meter, Bus bar chamber, ICTP main switch with HRC fuses and other accessories, Capacitor, Strarter (Direct on line/ Star delta /Auto transformer), Phase Preventor, Hour run meter and other accessories suitable for pumping machinery under item No. 8 as per technical specification sheet attached complete in all respect.

Supplying and fixing of Leader/Kirloskar/Sachdeva/RG/LP/Kartar or any other reputed make of cast iron flanged sluice valve confirming IS 780:1984(P-1) size equal to dia of suction pipe i.e 100 mm dia Class- PN 1.0 provided with hand wheel/Cast iron Cap.

Supplying and fixing of Leader/Kirloskar/Sachdeva/RG/LP/Kartar or any other reputed make of suitable size cast Iron double flanged sluice valve having size one step higher to delivery of pump confirming to IS 780:1984(P-1) and capable of with standing nominal seat pressure of Class PN 1.0

Supplying and fixing of Leader/Kirloskar/Sachdeva/RG/LP/Kartar or any other reputed make of suitable size cast Iron double flanged swing check type reflux valve having bye pass arrangement & size one step higher to delivery of pump confirming to IS 5312:1984(P-1) and capable of with standing nominal seat pressure of Class PN 1.0

Supplying and fixing of Leader/Kirloskar/Sachdeva/RG/LP/Kartar or any other reputed make of suitable size cast Iron double flanged swing check type reflux valve having bye pass arrangement & size equal to dia. of R/main i.e 100 mm confirming to IS 5312:1984(P-1) and capable of with standing nominal seat pressure of Class PN 1.0

Providing & laying PVC insulated jointless, flat water proof copper cable of Siemens/Finolex/Grandlay /Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(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 pipes 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.

a) On supply side of 3½ core coper cable Suitable size ( From HPSEB Meter to Switch & Starter).

b) On motor side 3 core flat joint less copper cable of size Suitable size( From Switch & Starter to Motor) pump installed in the bore.

Supply of standarad make 80 mm dia circular/square 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 up to date ammendments.

P/L G.I./MSERW pipe considering site requirements and having appropriate size in accordance with the delivery size of pumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operating pressure including all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. The pipe material shall conform to relevant BIS Code and capable of with standing FTP equal to 1.5 times the operating pressure the complete arrangement shall compromise of

a) Suction Pipe to be specified by the Tenderer

b) Delivery pipe to be specified by the Tenderer

c) Common header = 100 mm dia

NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge

Providing and fixing double loop earth with copper plate 600mmx600x3mm thick electrode complete with material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.

Installation of all the above items S. No. 8 to 17 complete in all respect to the entire satisfaction of the Engineer-in-charge.

1ST STAGE :- Supply & Errection of horizontal spindle, vertical split casing Single/Multistage centrifugal pumps of standard make such as KSB/Mather & Platt/Jyoti/Kirloskar/Best & crompton/ Grounfos conforming to BIS 5120 appropriate IS code (latest with upto date amendments) 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 electric motor suitable for operation on the data given below:-

Discharge (Q) 6.90 LPS for each pump.

Total head in Mts. 927.82 meters

(a) LWL in sump well (h) 551.00 mtrs.

(b) Shaft level 550.50 mtrs.

(c ) Level at discharge point 886.00 mtrs.

(d) Suction lift 0.50 mtrs.

(e) Residual head 3 mtrs.

(f) Static head 335.50 mtrs.

Rising main

(a) Length 36000 mtrs.

(b) dia 100mm

Pumping hours 8 hours

Altitude of installation above MSL 500 mtrs.

Characterstics of water

(a) Temperature 25 degree centigrade

(b) Abient Temp.

( c) Turbidity upto 50 NTU (Clear cold water)

(d) Alkalanity

(e) Size of the solids

(f) Other

Supplying and fixing of prefabricated control panel consisting of Ampere Meter, Voltmeter, OCB/MCB/MCCB, ON/OFF push button, Circuit breaker, Voltage monitor relay, Power factor meter, Frequency meter, Bus bar chamber, ICTP main switch with HRC fuses and other accessories, Capacitor, Strarter (Direct on line/ Star delta /Auto transformer), Phase Preventor, Hour run meter and other accessories suitable for pumping machinery under item No. 19 as per technical specification sheet attached complete in all respect.

Supplying and fixing of Leader/Kirloskar/Sachdeva/RG/LP/Kartar or any other reputed make of suitable size cast iron flanged sluice valve confirming IS 780, size equal to dia of suction pipe i.e 100 mm Class PN1.0 provided with hand wheel/Cast iron Cap.

Supplying and fixing of Leader/Kirloskar/Sachdeva/RG/LP/Kartar or any other reputed make of suitable size cast steel double flanged sluice valve having size one step higher to delivery of pump confirming to BS:1414/API-600 and capable of with standing nominal seat pressure of 104.00 Kg/CM^2 class ASA -600

Supplying and fixing of Leader/Kirloskar/Sachdeva/RG/LP/Kartar or any other reputed brand of suitable size cast steel double flanged swing check type reflux valve having bye pass arrangement & size one step higher to delivery of pump confirming to BS:1868/API-600 for withstanding nominal seat pressure of 104 Kg/CM^2 class ASA-600.

Supply and fixing of Leader/Kirloskar/Sachdeva/RG/LP/LP/Kartar of suitable size cast steel double flanged swing check type reflux valve having bye pass arrangement & size equal to dia of R/main ie. 100 mm confirming to BS:1868/API-600 for withstanding nominal seat pressure of 104.00Kg/CM^2 of Class ASA 600.

Providing & laying PVC insulated jointless, flat water proof copper cable of Siemens/Finolex/Grandlay /Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(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 pipes 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.

a) On supply side of 3½ core coper cable Suitable size ( From HPSEB Meter to Switch & Starter).

b) On motor side 3 core flat joint less copper cable of suitable size ( From Switch & Starter to Motor) pump installed in the bore.

Supply of standarad make 80 mm dia circular/square 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 up to date ammendments.

P/L G.I./MSERW pipe considering site requirements and having appropriate size in accordance with the delivery size of pumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operating pressure including all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. The pipe material shall conform to relevant BIS Code and capable of with standing FTP equal to 1.5 times the operating pressure the complete arrangement shall compromise of

a) Suction Pipe to be specified by the Tenderer

b) Delivery pipe to be specified by the Tenderer

c) Common header = 100 mm dia

NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge

Providing and fixing double loop earth with copper plate 600mmx600x3mm thick electrode complete with material such thimbles nuts and charcoal and common salt, 25mmx5mm copper strips as per IS:3043:1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc. complete in all respect.

Installation of all the above items S. No. 19-28 complete in all respect to the entire satisfaction of the Engineer-in-charge.

Providing, Laying mild or tor steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level Tor steel complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:6:12(1cement:6sand:12 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in as per direction and to the entire satisfaction of the Engineer-in-charge

Random rubble stone masonary coursed with hard stone of approved quality in foundation and plinth in retaining walls/breast wall including racking out joint in cement mortar 1:6(1cement:6sand) as per direction and to the entire satisfaction of Engineer-in-charge.

Providing and laying cement concrete 1:2:4(1cement:2sand: 4 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form in foundation and plinth in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Brick work using common burnt clay building bricks in super structures above plinth level upto floor two level in cement mortar 1:6(1cement:6sand) 2nd class brick in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing presed steel door frames manufactured from commercial mild steel of 1.25 mm thickness I/chinges fans lag joints bend and if required threshhold of mild steel angle etc with in all leads and lifts complete in all respect.

Providing and fixing glazed and pannelled,glazed or pannelled shutters for doors, windows & clerestory windows I/c bright finished/ black enamelled iron butt hinges with necessary screws.(a) 40 mm thick 2nd class deodar wood with in all leads and lifts complete in all respect.

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

Suspended floors,roofs,landing and shelves and their supports balconies,beams, girder,bressumers and cantilever up to floor-2 level with in all leads and lifts complete in all respect.

Half brick work using common burnt clay building bricks in superstructure above 1st floor level in cement mortar 1:3( 1Cement, 3 Sand ) of 2nd class bricks complete in all respect with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.

Pointing on brick work with cement mortar 1:3 ( 1 cement, 3 sand ) with in all leads and lifts complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and laying brick tiles over mumty roofs grouted with cement mortar 1:3 ( 1 cement,3 sand ) over a 12 mm layer of C.M 1:3 ( 1 cement, 3 sand ) and finished neat with in all leads and lifts complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

6 mm thick cement plaster to ceiling in C.M.1:3 (1Cement,3 sand) with in all leads and lifts complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

15mm thick cement plaster in single coat on rough side of stone /brick masonry walls for interior plastering upto floor two level including arrises, internal rounded angles, in all girth chamfers and / or rounded angles and finished even and smooth in cement mortar 1:6(1cement:6sand) complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

20mm thick cement plaster in single coat on rough side of stone /brick masonry walls for interior plastering upto floor two level including arrises, internal rounded angles, in all girth chamfers and / or rounded angles and finished even and smooth in cement mortar 1:6(1cement:6sand) complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing MS grills of required pattern in wooden frames of window etc with M.S flat square or round bars with round headed bolts and nuts or by screw with in all leads and lifts complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and Fixing wire gauge shutters using GMS wire guage of IS gauge designation 85 G with wire of dia 0.56 mm for doors, windows & clerestory windows including bright finished black enamelled iron hinges with necessary screws.2nd class deodar wood as per direction and to the entire satisfaction of the Engineer-in-charge.

Constructing coursed rubble hammer dressed "U" shape open surface drain with side wall 15 X 22 cm in cementy mortar 1:6 ( 1 cement, 6 sand ) and inside plastering with cement mortar 1:3 ( 1 cement, 3 sand ) i/c earth work and laying 10 cms cement concrete in 1:5;10 ( 1 cement,5 sand,10 graded stone aggregate 40 mm nominal size ) and 7.5 cms cement concrete 1:2:4 ( 1 cement,2 sand,4 graded stone aggregate 20 mm nominal size ) and finished with a floating coat of neat cement complete as per standard design with in all leads and lifts complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dia meters bolts and nuts and wooden plug and embedding in cement concrete block 30x10x15cm 1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size).

Providing and fixing M.S.fan clamp (Type-I)of 16mm dia M.S. including bend upto shape with broken end in RCC. Slab door painting the exposed position of trap all as per standard design complete in all leads and lifts.

White washing with lime on undecorated walls surface (two coats)to give an even shade including throughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts. Extra over item for white washing with lime on ceiling and or sloping roofs as per direction and to the entire satisfaction of the Engineer-in-charge.

Distempering with dry distemper of approved brand and manufacturer ( Two Coats ) and of required shade on un-decorated wall surfaces to give an even shade over and including priming coat of whiting after throughly brushing the surface free from mortar and other foreign matters with in all leads and lifts complete in all respect.

Finishing wall with water proofing cement paint of approved brand and manufacture & of required shade on decorated wall surfces (two coats) to given an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powered materials as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and fixing anodized alminium sliding door bolts anodized transparent for type required and bright shade with necessary screw etc. complete. 250x16mm

Providing and fixing anodized alminium sliding door bolts anodized transparent for type required and bright shade with necessary screw etc. complete. 200x10 mm

Providing and fixing anodized alminium sliding door bolts anodized transparent for type required and bright shade with necessary screw etc. complete. 100 mm

Painting two coats(excluding priming coat)on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white in all leads and lifts.

Terrazzo tile flooring with precast terrazzo tiles 20 mm thick with marble chips of specified size laid in floors,treads of steps and landing on a bed of 25 mm average thickness of cemenrt mortar 1 :6 ( 1 cement,6 sand ) jointed with neat cement slurry mixed with pigment to match the shade of tile where ever required including rubbing and polishing complete with tiles of following shades medium with in all leads and lifts complete in all respect.

Providing form work with steel plated 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 4 meters and removal of the same for insitu-reinforced concrete and plain.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc. upto 200mm in thickness as per direction and to the entire satisfaction of the Engineer-in-charge.

Boulder/stone filling dry hand packed tightly compelete under lean concrete to prevent the entry of surface water with in all leads and lifts complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.

SS RANA CONSTRUCTION PRIVATE LIMITED

ARUNESH GUPTA

HYDRAULIC ENGINEERING COMPANY

Kashmirilal Constructions Pvt. Ltd.