Providing LIS Jol Malhua Tatoli, Pardana and Bharari in Tehsil Dharampur District Mandi HP

Amount

Phase-I :- Excavation in earth work and disposal of excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed in Pick-Jumper work as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating Each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Laying, jointing and testing in trenches (to level or grade) of GMS pipes heavy/medium class jointed with 5% flanged & 95% butt weld joints with of below diametre conforming to IS 1239-1990 (Part - I ) with latest upto date amendments of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4m-6m with plain ends and jointed with MS Flanges conforming to IS 6392-1971(Latest upto date amendments) and welding of flanges as per IS 816-1969 with electrodes as per IS 814-1991 including required number and size of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00 mm in thickness as per IS 2712-1998. The welding of flanges to be done on both faces (two layers outter side & one inner side) to make the joints leak proof (Earth work, providing and welding M.S flanges and butt welded joints to be mearsured and paid separately) and to entire satisfaction of the Engineer-in-Charge.The laying of pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respect. (Labour rate)

150 mm dia (Heavy Class)

Providing and welding M.S. flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments)with plain end GMS pipe in three layers on both faces to make the joint leak proof (The cost of laying of GMS pipes to be measured and paid for separtely). 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 thicthness of gasket not less than 3.00 mm conforming to IS 2712-1998. The work shall be done as per entire satisfactio of engineer in charge with in all leads and lifts.

150 mm dia (FT-17)

150 mm dia (FT-5)

Providing circumferencial Butt welded joints by electrical arc welding to following dia GMS Pipes welded in requisite number of weld runs including thread cutting 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 Oerlikon (Adore)- CITOJET/ESAB make, conforming to IS 814-1991, 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.

150 mm dia (Heavy Class)

Providing and laying cement conrete 1 : 3 :6 . ( 1 cement : 3 sand and : 6 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying cement concrete work 1:4:8( 1 cement :4 sand :8 graded stone agg. 40mm nominal size) and curing complete excluding cost of centring and shuttering in foundation and plinth complete as per direction and to the entire satisfaction of Engineer-in-charge.

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

Foundation , footing , basis of column and the like and mass concrete complete in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.

Suspended floors, roofs, landings and shelves and their supports, balconies, beams ,griders bressumers and cantilevers upto all floor level complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge.

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

Foundation footings bases of columns and the like; and mass concrete as per direction and to the entire satisfaction of Engineer-in-Charge.

Suspended floors, roofs, landings and shelves and their supports, balconies, beams ,griders bressumers and cantilevers upto all floor level complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge.

Walls any thickness including attached pillaster buttresses, plinth and string courses from top of foundationup to all floor level complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge.

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 complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm kin thickness complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge.

Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses,plinth & string courses and the like complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge.

Providing Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge.

Steel work welded in builtup section, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead painting grating, framed guard bars ladders, railing brackets and similar works as per direction of Engineer-in-Charge upto all lead and lift.

Laying, jointing & testing of G.I pipe of following dia (light class) for outlets pipe & scour pipes etc. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. (Labour rate)

50 mm dia

Providing fixing sand cast/cast iron spun spigot and socket soil, waste and ventilating pipes (lead caulked joints to be measured and paid for separately) 100 mm nominal size. as per direction and to the entire satisfaction of Engineer-in-charge.

Providing and fixing cast iron cowl 100 mm nominal diameter as per direction and to the entire satisfaction of Engineer-in-charge.

Providing and fixing double flanged Cast Iron sluice valve of following dia of Kirloskar/Leader make conforming to IS:14846/2000 including campanion flange with up to date amendment Class PN-1 to withstand in normal seat pressure including welding with M.S. flanges as per IS 6392-1971 including carriage in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

50 mm dia Flange Table-5

80 mm dia Flange Table-5

Laying jointing and commissioning of HDPE (High Density Polyethlene pipe) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fitting & bend leads and lifts to the entire satisfaction of Engineer-in-charge (earth work in ternches to be mesured and paid separately) (Labour Rate)

HDPE pipe 140mm dia PN 4 PE- 80

HDPE pipe 200mm dia PN 4 PE- 80

Fitting and accessories.

75 mm dia PN-4.0, 5.0, 6.0, 8.0 HDPE pipes.

75 mm dia PN-6 pipe end

75 mm dia PN-6 HDPE 90° bends with rotating clamp

75 mm dia PN-6 HDPE QC connector

White washing with lime on undecorated wall surface two coats to give an even shade including throughly brooming the surface to remove all dirt, dust, mortar dust and other foreign matter as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts.

Providing and fixing Manhole cover of size 60x60 cm made of angle iron frame size 40x40x5mm thick covered with M.S. sheet 2.00mm thick and welded with angle iron frame 35x35x3mm thick including hings, handles, 8 Nos hold fast and locking arrangement along with lock and key of standred make primer two coat with redoxide paint complete and manhole cover fixed in storage tank/intake with cement concrete 1:1.5:3, nut & bolt and dismentalling of RCC work complete as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing horizontal spindle horizontal split casing/end suctions (back full out arrangement) single/double/ multistage centrifugal pump or combination of pump in series of recommended make such as Mather & Platt/KSB/Kirloskar as per IS-1520-1980 / IS 5659 - 1970 with up to date amendments, read with IS: 9137-1978 or latest edition suitable for lifting clear/raw water for under mentioned characteristics with bronze impellers/priming funnels, casing ring and shaft sleeves of bronze, shaft of steel grade EN-8 with cast iron casing coupled directly through a flexible coupling on a MS/Cast steel base plate ( base plate to be from the manufacturers of the pumping unit only) to Squirrel Cage drip proof induction motor of standard make such as Kirloskar / Crompton / NGEF and suitable for operation on 400 (+)/-) 10% volts, 50 cycles/second, 3 phase AC electric supply. The power of electric motor should be at least 10% in excess of the maximum power required by the pump in the operation range of (+) 10% and (-) 15% of the duty point head. The motor should be as per IS: 325-1978 with up to date amendments read with IS: 900-1972. It should include cost of bearing nuts, bolts and pointing etc. and should meet the following requirements:-

(a) pumps: Specifications (i) Make (ii) Model (iii) No's of Stages (iv) Material manufacures certificate to be appended Performances (i) Head (H) (ii) Discharge (Q) (iii) BHP absorbed (iv) Efficiency (n) (v) NPSH (K)

(b) Motors: (Specification) (i) Make.

(ii) Model

(iii) Motor rating (KW)

(iv) Speed

(v) Insulation

(c) Coupling : 2 Nos

(d) Base plate. 2Nos

Discahrge (Q) : - 6.59 LPS or 23.724 Cum/Hour

Total dynamic head : 85.82 Mtr.

(a) LWL in sump well (h) : 599.00 Mtr

(b) Shaft level : 600.00 Mtr

(c ) Level at discahrge point : 680.00 Mtr

(d) Suction lift : -(ve)

(e) Residual head : 3.00 Mtr

(f) Static head : 80.00 Mtr

(i) Rising Main :

(a) Length :- 1400 Mtr.

(b) Dia. : 150 mm

(iv) Pumping Hours : 20 Hours

(v) Altitude of installation above MSL : 523.00

(vi) Characteristics of water :

(a) Temperature : 20°C

(b) Ambient temperature : 42°C

(c ) Turbidity <50.00 NTU

(d) Alkalinity Mg/Ca Co3

(e) Size of the solids mm

(f) Other

Providing ICTP Main Switch with HRC fuses / Side handled operated Change over switch of L&T/Crompton/Standard/Havells make suitable capacity Operational rating as per IS: 4064 (Part - II) 1978 with up to date amendments immediately after the power meter of HPSEB

Providing M.S. sheet, steel fabricated floor mounted closed ( Almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6mm, duly painted, with steel sheet of 16 gauge comprising, capable of mounting the following accessories with all internal connections:-

M.C.B. Havell/MDS/Standard of make of suitable capacity on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage releases as per IS: 2516 (Part - II) 1985 with up to date amendments with.

E.L.C.B. of Havell/MDS/INDETEC make as per IS: 2516-1977 with upto date amendment 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 circuit should be equipped with magnet thermal release with metallic tape etc. It should also be lifted with earth fault for tripping of breaker on occurrence of earth fault on off breaker load side end.

The voltage monitor relay of L&T/AE make three phase with all protection and usual indicator and electric siren against single phasing low voltage, high voltage, reverse phasing, over loading and phase voltage difference as per IS: 1248 (Part - II ) 1983 ( Latest edition).

Power factor meter of AE/L&T Rishab make as per IS: 1248 (Part - V ) 1983 ( Latest edition with up to date amendments of suitable rating.

Frequency meter of AE/ L&T Rishab make as per IS: 1248 (Part - IV ) 1983 ( Latest edition) with up to date amendments of suitable rating.

Bus bar chamber with copper strips 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 neutral phase as per IS: 8084-1976 and IS: 11354-1985 read with IS 5578-1985 with up to date amendments 100 Amp.

ICTP switches with HRC fuses of L&T/ Standard/Havells make and of suitable capacity as per IS: 4064 (Part - II) -1978 with up to date amendments.

Three phase indicator lamps complete with toggle switches for individual motors as per IS: 3452 ( P-I & II) with up to date amendments.

Capacitor of L&T/Bajaj/Assian/Crompton make as per IS:2834 -1986 with up to date amendments to raise the power factor at site to 0.95 for direct connections to induction motor individually of 7.00 KVAr rating according to HP offered including cables as per relevant ISI code ( of Siemens/Glocter/IEC make) from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per IS: 4064 (Part - II) 1978 with upto date amendments

Providing suitable oil immersed starter of MEI/Kilburn make as per IS: 8544 (Part - II)1987 with up to date amendments for Squirrel Cage motor mounted on panel board with magnetic type overload release and dashpot time lag, under voltage release with or without initial oil filling as the case may be with single phase preventor as per IS 1248 (P-V)-1983 with up to date amendments.

Providing Hour run meter of recommended make of suitable capacity as per IS: 722 (Latest edition)

Providing double flanged Cast Iron sluice valve of Leader/Kirloskar make of 150 mm dia for the suction pipe and capable of withstanding the normal seat pressure as per IS: 780-1984 (Part-I) with up to date amendments.

Providing double flanged Cast Steel sluice valve of Leader/Kirloskar make and size of 150 mm dia. and capable of with standing nominal seat pressure of 104 kg/cm² as per BS: 1414/API-600.

Providing double flanged Cast Steel reflux valve of Leader/Kirloskar make and size of 150 mm dia. and capable of with standing nominal seat pressure of 52.00 kg/cm² as per BS: 1868/API-600.

Providing double flanged Cast Steel non return valve of Leader/ Kirloskar make and of 150 mm dia. having bye pass arrangement for rising main and capable of with standing normal sseat pressure of 52.00kg/cm2 as per BS: 1868/API-600.

a) Providing 100mm dia. circular dial pressure gauge of Fiebig make complete with all accessories such as stop cock, copper tubing etc. as per IS: 3624-1987 with up to date amendments range 0 - 52 Kg/cm2

b) Providing 100mm dia. vacuum dial pressure gauge of Fiebig make complete with all accessories such as stop cock, copper tubing etc. as per IS: 3624-1987 with up to date amendments range 0 to 760 mm mercury

Installation of all the items appearing at Serial No. 21.00 to 21.49 as per the systematic drawing attached with the tender documents ( Drg.No.1)

Providing and fixing double flanged 65x50x65mm piping work layout to be approved by the Engineer-in-Charge for suction and delivery pipes suitable to pump(s) offered and common header as per the rising main respectively complete with all specials such as bends ,tees reducers/ increasers with companion flanges matching with the relevant specifications of the accessories as indicated in the drawing No.2 including rubber/asbestos gasket of minimum 3mm thickness as per IS 2712-1979 and required number of nuts and volts as per IS: 1364-1983. The pipes shall be as per relevant IS Code and to withstand 1.5 times total head stipulated under item No.1.

The size of the various components to be as under:-

(i) Suction pipe 65 mm dia Min. length = 15 mtr.

(ii) Delivery pipe 50 mm dia -do- = 5 mtr.

(iii) Common Header 10 mm dia -do- = 10 mtr.

and will extend up to 5 meters from the outer wall of the pump house in the direction to be jointed.

Providing and laying copper PVC insulated armoured power cable ( one cable carrying all the three phases) of suitable size and capacity to and all other electrical equipments as per IS: 1554 (P-I)1988 or latest with upto date amendments of Siemens/ IEC/ICC/GICO/Grandly/National make including all other accessories such as thimbles, flexible, pipes solder, nuts and bolts, cable glands etc. laid in pipes or trenches under floor.

(i) Motor side: ______mm2 cable Min length = 20 mtrs.

(ii) Supply side: ______mm2 cable Min. length =10 mtrs.

Providing and fixing double loop earthing and G.I. plate 600 mm x 600mm x 3mm thick electrode complete with material such as thimbles, nuts and bolts, charcoal and common salt, 25 mm x 25 mm G.I. strips & G.I. wire as per IS: 3043 -1987 with up to date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect.

Providing, fixing & errection of Submersible Monoblock Pump Set of KSB/Crompton/Kirloskar make comprising to relevant B.I.S. code. The Pump should be fitted with free fine impeller of suitable alloys as per BIS 5659-1978 with upto date ammendments suitable for Raw water having greased packed bearing and shall with wound stator on motor side and with shaft protection on pump side ensuring better life for shaft conforming to BIS specifications. The pump shall be fitted with a divice to take up expension of water with the heating of motor. The squirrel cage electric induction motor (Water-proof type of suitable H.P. motor of same make as that of pump confcorming to BIS-9287-1979 latest with upto date ammendments totally dust and water proof for submersible duty isolated from the pump by intermedaite casing with double mechanical seal in oil chamber and greased packed lubricated bearing and providing with stainless thurst bearing plate to with stand the vertical load with minimum wear and tear and suitable for operation .

Total Head: 18.86 Mtrs.

Discharge:- 6.59 Lps

3 core 6 Sqmm cable = 100 Rmt

Providing and fixing double flange cast iron (swing check type) reflux valve (Class PN-1.00) of dia 150mm having bye pass arrangement and having 100mm dia higher than pump size to delivery pump and capable of withstand nominal seat pressure of 16.32Kg/cm² as per BIS-5312-1984.

Providing and fixing double flanged Cast Iron sluice valve of 150mm dia of Kirloskar/Leader make conforming to IS:14846/2000 with up to date amendment as per Class PN-1.00 to withstand nominal seat pressure of 16.32Kg/cm² including welding with M.S. required flanges table as per IS 6392-1971 including carriage in all leads and lift.

Errection charges including cost of bend flages nut & bolts, gaskets sheet etc. complete in all respect as per direction and to the entire satisfactionn of Engineer-in-charge.

Phase-II:- Excavation in earth work and disposal of excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed in Pick-Jumper work as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating Each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Providing, laying, jointing and testing in trenches of mild steel electrically resistance welded bevelled edge flanged/Butt welded pipe conforming to IS/ISO:3183-2007 L210 or A of below mentioned grades in item as per dimensions, weight and test pressure mentioned therein code (mill tolerances to be restricted within+- 3%) in random lengths of 4 to 7 mtrs including the cost of fabrication of bends by butt welding from parent tube as required at site. Only 10% joints shall be flanged joint and remaining 90% shall be welded joints and welding of pipes will be done as per IS:816-1969 with electrodes as per IS:814-1991 of make Adwani/Orelon (Adore)/ESAB. The laying & jointing of pipes should conform to IS:5822-1994 (Earth work, providing and welding M.S flanges and butt welded joints to be mearsured and paid separately) The pipes and specials shall have both sides galvanized as per BIS-4736, the galvanization is done by the manufacturing firm itself complete in all respect.

GMSERW pipe 150 mm dia Wall Thickness 4.80mm

Providing and welding M.S. flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments)with plain end GMS pipe in three layers on both faces to make the joint leak proof (The cost of laying of GMS pipes to be measured and paid for separtely). 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 thicthness of gasket not less than 3.00 mm conforming to IS 2712-1998. The work shall be done as per entire satisfactio of engineer in charge with in all leads and lifts.

150 mm dia (FT-28)

150 mm dia (FT-17)

150 mm dia (FT-5)

Providing circumferencial Butt welded joints by electrical arc welding to following dia GMS Pipes welded in requisite number of weld runs including thread cutting 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 Oerlikon (Adore)- CITOJET/ESAB make, conforming to IS 814-1991, 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.

150 mm dia Wall Thickness 4.80mm

Providing and laying cement conrete 1 : 3 :6 . ( 1 cement : 3 sand and : 6 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying cement concrete work 1:4:8( 1 cement :4 sand :8 graded stone agg. 40mm nominal size) and curing complete excluding cost of centring and shuttering in foundation and plinth complete as per direction and to the entire satisfaction of Engineer-in-charge.

Providing and laying cement concrete work 1:2:4( 1 cement :2 sand :4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and 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 complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge.

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

Foundation footings bases of columns and the like; and mass concrete as per direction and to the entire satisfaction of Engineer-in-Charge.

Suspended floors, roofs, landings and shelves and their supports, balconies, beams ,griders bressumers and cantilevers upto all floor level complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge.

Columns, Pillars & Posts etc.complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge.

Walls any thickness including attached pillaster buttresses, plinth and string courses from top of foundationup to all floor level complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge.

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 complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge.

Foundation, footing, basis of columns and the like mass concrete. as per the direction and to the entire satisfaction of Engineer-in-charge .

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm kin thickness complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge.

Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses,plinth & string courses and the like complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge.

Beams ,cantilevers,girders & lintels, side & soffits of beams, haunching, binding & placeing in position complete upto floor two level complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge.

Columns, pillars, post and struts upto floor two level in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Edges of slabs and Breaks in floors and walls. Under 20 cm. Wide as per the direction and to the entire satisfaction of Engineer-in-charge.

Providing Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge.

Laying, jointing & testing of G.I pipe of following dia (light class) for outlets pipe & scour pipes etc. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. (Labour rate)

50 mm dia

Providing fixing sand cast/cast iron spun spigot and socket soil, waste and ventilating pipes (lead caulked joints to be measured and paid for separately) 100 mm nominal size. as per direction and to the entire satisfaction of Engineer-in-charge.

Providing and fixing cast iron cowl 100 mm nominal diameter as per direction and to the entire satisfaction of Engineer-in-charge.

6mm thick cement plaster to ceiling in Cement Mortar 1:4 (1 cement: 4 sand) as per the direction and to the entire satisfaction of Engineer-in-charge.

15mm Cement plaster in single coat on the rough side of brick/ concrete/stone walls for interior plastering upto floor two level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. in cement mortar 1:6 (1cement:6 sand). as per the direction and to the entire satisfaction of Engineer-in-charge.

Providing plinth protection 50mm thick in cement concrete 1:3:6 (1 Cement : 3 Sand : 6 Graded stone aggregated 20mm nominal size) as per direction and to the entire satisfaction of Engineer-in-charge

Providing plinth protection 75mm thick in cement concrete 1:3:6 (1 Cement : 3 Sand : 6 Graded stone aggregated 20mm nominal size) as per direction and to the entire satisfaction of Engineer-in-charge

Square rubble masonary coursed with hard stone of approved quality i/c racking out of joint in foundation and plinth in : Cement Mortar 1:6 ( 1cement : 6 sand) i/c curing complete

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 centring & shuttering in foundation & plinth as per direction and to the entire satisfaction of Engineer-in-Charge.

White washing with lime on undecorated wall surface two coats to give an even shade including throughly brooming the surface to remove all dirt, dust, mortar dust and other foreign matter as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts.

Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and incuding a priming coat with Alkali resistance primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth as per the direction and to the entire satisfaction of Engineer-in-charge .

Providing and fixing Manhole cover of size 60x60 cm made of angle iron frame size 40x40x5mm thick covered with M.S. sheet 2.00mm thick and welded with angle iron frame 35x35x3mm thick including hings, handles, 8 Nos hold fast and locking arrangement along with lock and key of standred make primer two coat with redoxide paint complete and manhole cover fixed in storage tank/intake with cement concrete 1:1.5:3, nut & bolt and dismentalling of RCC work complete as per direction and to the entire satisfaction of Engineer-in-Charge.

Brick work using second class common burnt clay building bricks in super structure above plinth level upto floor two level in cement mortar 1:6 (1 cement :6 sand) including curing complete as per direction and to the entire satisfaction of Engineer-in-charge

Boulder filling under floor complete with in all leads and lifts as per the direction and to the entire stisfection of the Engineer-in-Charge.

Providing woodwork in frames of doors, windows, clerestory, windows and other frames wrought, framed and fixed in position in 2nd class Deodar wood. as per the direction and to the entire satisfaction of Engineer-in-charge.

Providing and fixing panelled glazed or panelled and glazed shutters for doors windows and clerestory windows.including black enamelled iron butt hinges with necessary screws. 40 mm thick in second class Deodar wood as per the direction and to the entire satisfaction of Engineer-in-charge .

Providing and fixing wire guage shutters using galvanised M.S. wire guage of I.S. guage destination 85 G with wire of dia 0.56 mm for with necessary screws 40 mm thick 2nd class Deodar wood doors, windows and clerestory windows including bright finished black enamelled iron hinges.

Providing and fixing anodyzed aluminium sliding door bolt anodized colour and shade with bolt and nuts screws etc. Complete in all respect 250x16mm

Providing & fixing aluminum tower bolts (barrel type) anodized transparent or dyed to required colour & shade with screws etc. 250 x 10 mm as per direction and to the entire satisfaciton of Engineer-in-charge upto all lead and lift.

Providing and fixing aluminium handles 125mm anodized transparent or dyed to required shade with necessary screws .

Providing and fixing 10mm thick anti skid water proof stain and impect resistent heavy duty vetrified tiles Nitco or equivalant 600mmx600mmx 10mm manufactured of approved shade and colour in flooring, treads of steps and landings laid over 12mm thick cement mortar 1:3 (1 cement : 3 sand) jointed with cement slurry mixed with pigment to match the shade of tiles as required complete within all leads and lifts as per direction and to the entire satisfaction of the Engineer in Charge.

Applying priming coat over new wood and wood based surface after and I/c preparing the surface by thoroughly cleaning oil, grease,dirt and other foreign matter with ready mixed paint other than white as per the direction and to the entire satisfaction of Engineer-in-charge .

Painting two coat (excluding Priming coat) on new wood and wood based surface with ready mixed paint brushing to give an even shade I/c cleaning of all dirt dust and other foreign matter, sand papering and stopping with while readymixed paint as per direction and to the entire satisfaciton of Engineer-in-charge .

Providing horizontal spindle horizontal split casing/end suctions (back full out arrangement) single/double/ multistage centrifugal pump or combination of pump in series of recommended make such as Mather & Platt/KSB/Kirloskar as per IS-1520-1980 / IS 5659 - 1970 with up to date amendments, read with IS: 9137-1978 or latest edition suitable for lifting clear/raw water for under mentioned characteristics with bronze impellers/priming funnels, casing ring and shaft sleeves of bronze, shaft of steel grade EN-8 with cast iron casing coupled directly through a flexible coupling on a MS/Cast steel base plate ( base plate to be from the manufacturers of the pumping unit only) to Squirrel Cage drip proof induction motor of standard make such as Kirloskar / Crompton / NGEF and suitable for operation on 400 (+)/-) 10% volts, 50 cycles/second, 3 phase AC electric supply. The power of electric motor should be at least 10% in excess of the maximum power required by the pump in the operation range of (+) 10% and (-) 15% of the duty point head. The motor should be as per IS: 325-1978 with up to date amendments read with IS: 900-1972. It should include cost of bearing nuts, bolts and pointing etc. and should meet the following requirements:-

(a) pumps: Specifications (i) Make (ii) Model (iii) No's of Stages (iv) Material manufacures certificate to be appended Performances (i) Head (H) (ii) Discharge (Q) (iii) BHP absorbed (iv) Efficiency (n) (v) NPSH (K)

(b) Motors: (Specification) (i) Make.

(ii) Model

(iii) Motor rating (KW)

(iv) Speed

(v) Insulation

(c) Coupling : 2 Nos

(d) Base plate. 2Nos

Discahrge (Q) : - 9.76 LPS or 35.136 Cum/Hour

Total dynamic head : 256.92 Mtr.

(a) LWL in sump well (h) : 611.00 Mtr

(b) Shaft level : 614.45.00 Mtr

(c ) Level at discahrge point : 830.00 Mtr

(d) Suction lift : (-ve)mtr

(e) Residual head : 3.00 Mtr

(f) Static head : 215.55 Mtr

(i) Rising Main :

(a) Length :- 2100 Mtr.

(b) Dia. : 150 mm

(iv) Pumping Hours : 8 Hours

(v) Altitude of installation above MSL :

(vi) Characteristics of water :

(a) Temperature : 20°C

(b) Ambient temperature : 42°C

(c ) Turbidity <50.00 NTU

(d) Alkalinity Mg/Ca Co3

(e) Size of the solids mm

(f) Other

Providing ICTP Main Switch with HRC fuses / Side handled operated Change over switch of L&T/Crompton/Standard/Havells make suitable capacity Operational rating as per IS: 4064 (Part - II) 1978 with up to date amendments immediately after the power meter of HPSEB

Providing M.S. sheet, steel fabricated floor mounted closed ( Almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6mm, duly painted, with steel sheet of 16 gauge comprising, capable of mounting the following accessories with all internal connections:-

M.C.B. Havell/MDS/Standard of make of suitable capacity on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage releases as per IS: 2516 (Part - II) 1985 with up to date amendments with.

E.L.C.B. of Havell/MDS/INDETEC make as per IS: 2516-1977 with upto date amendment 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 circuit should be equipped with magnet thermal release with metallic tape etc. It should also be lifted with earth fault for tripping of breaker on occurrence of earth fault on off breaker load side end.

The voltage monitor relay of L&T/AE make three phase with all protection and usual indicator and electric siren against single phasing low voltage, high voltage, reverse phasing, over loading and phase voltage difference as per IS: 1248 (Part - II ) 1983 ( Latest edition).

Power factor meter of AE/L&T Rishab make as per IS: 1248 (Part - V ) 1983 ( Latest edition with up to date amendments of suitable rating.

Frequency meter of AE/ L&T Rishab make as per IS: 1248 (Part - IV ) 1983 ( Latest edition) with up to date amendments of suitable rating.

Bus bar chamber with copper strips 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 neutral phase as per IS: 8084-1976 and IS: 11354-1985 read with IS 5578-1985 with up to date amendments 100 Amp.

ICTP switches with HRC fuses of L&T/ Standard/Havells make and of suitable capacity as per IS: 4064 (Part - II) -1978 with up to date amendments.

Three phase indicator lamps complete with toggle switches for individual motors as per IS: 3452 ( P-I & II) with up to date amendments.

Capacitor of L&T/Bajaj/Assian/Crompton make as per IS:2834 -1986 with up to date amendments to raise the power factor at site to 0.95 for direct connections to induction motor individually of 7.00 KVAr rating according to HP offered including cables as per relevant ISI code ( of Siemens/Glocter/IEC make) from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per IS: 4064 (Part - II) 1978 with upto date amendments

Providing suitable oil immersed starter of MEI/Kilburn make as per IS: 8544 (Part - II)1987 with up to date amendments for Squirrel Cage motor mounted on panel board with magnetic type overload release and dashpot time lag, under voltage release with or without initial oil filling as the case may be with single phase preventor as per IS 1248 (P-V)-1983 with up to date amendments.

Providing Hour run meter of recommended make of suitable capacity as per IS: 722 (Latest edition)

Providing double flanged Cast Iron sluice valve of Leader/Kirloskar make of 150 mm dia for the suction pipe and capable of withstanding the normal seat pressure as per IS: 780-1984 (Part-I) with up to date amendments.

Providing double flanged Cast Steel sluice valve of Leader/Kirloskar make and size of 150 mm dia. and capable of with standing nominal seat pressure of 104 kg/cm² as per BS: 1414/API-600.

Providing double flanged Cast Steel reflux valve of Leader/Kirloskar make and size of 150 mm dia. and capable of with standing nominal seat pressure of 52.00 kg/cm² as per BS: 1868/API-600.

Providing double flanged Cast Steel non return valve of Leader/ Kirloskar make and of 150 mm dia. having bye pass arrangement for rising main and capable of with standing normal sseat pressure of 52.00kg/cm2 as per BS: 1868/API-600.

a) Providing 100mm dia. circular dial pressure gauge of Fiebig make complete with all accessories such as stop cock, copper tubing etc. as per IS: 3624-1987 with up to date amendments range 0 - 52 Kg/cm2

b) Providing 100mm dia. vacuum dial pressure gauge of Fiebig make complete with all accessories such as stop cock, copper tubing etc. as per IS: 3624-1987 with up to date amendments range 0 to 760 mm mercury

Installation of all the items appearing at Serial No. 57.00 to 57.49 as per the systematic drawing attached with the tender documents ( Drg.No.1)

Providing and fixing double flanged 65x50x65mm piping work layout to be approved by the Engineer-in-Charge for suction and delivery pipes suitable to pump(s) offered and common header as per the rising main respectively complete with all specials such as bends ,tees reducers/ increasers with companion flanges matching with the relevant specifications of the accessories as indicated in the drawing No.2 including rubber/asbestos gasket of minimum 3mm thickness as per IS 2712-1979 and required number of nuts and volts as per IS: 1364-1983. The pipes shall be as per relevant IS Code and to withstand 1.5 times total head stipulated under item No.1.

The size of the various components to be as under:-

(i) Suction pipe 65 mm dia Min. length = 15 mtr.

(ii) Delivery pipe 50 mm dia -do- = 5 mtr.

(iii) Common Header 10 mm dia -do- = 10 mtr.

and will extend up to 5 meters from the outer wall of the pump house in the direction to be jointed.

Providing and laying copper PVC insulated armoured power cable ( one cable carrying all the three phases) of suitable size and capacity to and all other electrical equipments as per IS: 1554 (P-I)1988 or latest with upto date amendments of Siemens/ IEC/ICC/GICO/Grandly/National make including all other accessories such as thimbles, flexible, pipes solder, nuts and bolts, cable glands etc. laid in pipes or trenches under floor.

(i) Motor side: ______mm2 cable Min length = 20 mtrs.

(ii) Supply side: ______mm2 cable Min. length =10 mtrs.

Providing and fixing double loop earthing and G.I. plate 600 mm x 600mm x 3mm thick electrode complete with material such as thimbles, nuts and bolts, charcoal and common salt, 25 mm x 25 mm G.I. strips & G.I. wire as per IS: 3043 -1987 with up to date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect.

MNBN Enterprises

Neeraj Kumar

Dogra Construction Company Pvt Ltd

Samjeev Malhotra