Providing Irrigation Facility under HP SHIVA PRF project for five clusters in CW4 District Kangra HP

Amount

Sub Project Sehal:

Excavation in drain and channels etc. in all kinds of soil such as pick work,jumper work,blasting work soft and hard rock and saturated soil including dressing of sides and beds and disposing of excavated earth upto a lead of 20 metre and lift upto 1.50 metre within all leads and lifts as per the direction of Engineer-in-charge.( Ref. General specification section-1( 2 to 2.7)

Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre) layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge within all leads and lifts.( Ref. General specification section-1( 2 to 2.7)

Providing and laying cement concrete 1:6:12 (One cement is to six sand is to twelve graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge.( Ref. General specification section-1( 3 to 3.14)

Providing and laying cement concrete 1:4:8 (One cement is to four sand is to eight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge.( Ref. General specification section-1( 3 to 3.14)

Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section-1( 3 to 3.14)

Providing and laying cement concrete 1:2:4 (One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete in:-( Ref. General specification section-1( 3 to 3.14)

Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge.

Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:11/2:3 (One cement is to one and half sand is to three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-( Ref. General specification section-1( 3 to 3.14)

Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge.

Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge.

Column,pillars,posts and struts upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Floor two levels to floor three levels within all leads and lifts as per the direction of Engineer-in-charge.

Floor three levels to floor four levels within all leads and lifts as per the direction of Engineer-in-charge.

Floor two levels to floor three levels within all leads and lifts as per the direction of Engineer-in-charge.

Arches up to floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Suspended floors, roofs landing shelves and their supports balconies beams, girders and cantilevers up to floor two levels within all leads and lifts as per the direction of Engineer-in-charge.

Random rubble masonry/polygonal rubble masonry (Uncoursed/brought to courses with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12)One cement is to six sand is to twelve graded stone aggregate 20 milimetre nominal size) in cement mortar 1:6 (One cement is to six sand) in breast wall/retaining walls within all leads and lifts as per the direction of Engineer-in-charge.( Ref. General specification section-1( 6.4 to 6.4.3)

Providing pressed steel doors, windows, frame clearstory windows and other frames wrought framed and fixed in position Second class (Sal wood) within all leads and lifts as per the direction of Engineer-in-charge.( Ref. General specification section-1( 6.1 & 6.8)

Brick work using common burnt clay building bricks in superstructure above plinth level up to door two level in cement mortar 1:6 (One cement is to six sand) within all leads and lifts as per the direction of Engineer-in-charge.( Ref. General specification section-1( 6.2 to 6.3.2)

Half Brick work using common burnt clay building bricks in superstructure above plinth level up to door two level in cement mortar 1:6 (One cement is to six sand) within all leads and lifts as per the direction of Engineer-in-charge. (Ref. General specification section-1( 6.2 to 6.3.2)

Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centering,shuttering,strutting and propping etc.with wooden battens ballies,height of propping and centering below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in :- ( Ref. General specification section-1( 3.6 to 3.14)

Foundation footings and basis of columns etc. and mass concrete within all leads and lifts as per the direction of Engineer-in-charge.

Flat surfaces such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200 milimetre in thickness within all leads and lifts as per the direction of Engineer-in-charge.

Vertical surfaces such as walls(any thickness)partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge.

Column pillar posts and struts within all leads and lifts as per the direction Enginner-in-charge.

Column pillar posts and struts within all lead and lift as per the direction Engineer-in-charge. (beyond 4m)

Beams, cantilever, girder and linter sides and soffits of beams haunchings cantilevers girder, bressumers and lintel not exceeding one meter in depth in all heights from floor within all leads and lifts as per the direction of Engineer-in-charge.

Edges of slab and breaks in floor and walls under 20 centimetre in wide within all leads and lifts as per the direction of Engieer-in-charge.

Form work for sloping.

Providing form work of ordinary timber planking so as to give a rough finish including centering,shuttering,strutting and propping etc.height of propping and centering below supporting floor to ceiling not exceeding 4 metrre and removal of the same for in-situ-reinforced concrete and plain concrete work in:-( Ref. General specification section-1( 3.6 to 3.14)

Arches beyond seven metre span within all leads and lifts as per the direction Enginner-in-charge.

Arches beyond seven meter span within all leads and lifts as per the direction Engineer-in-charge. (4 TO 10M)

Providing and laying mild steel/tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section-1( 3 to 3.5)

Pointing on brick work in cement mortar 1:3 (1 cement and 3 sand) with in all leads & lifts as per the direction of Engineer in charge.( Pointing on brick masonry in cement mortar 1:3 (1 cement:3 sand) Ruled

6 millimeter (Six millimeter) thick cement plaster to ceiling in cement mortar 1:3 (One cement is to three sand) within all leads and lifts as per the direction of Engineer-in-charge.( Ref. General specification section-1( 6.25 to 6.25.2)

15 millimeter (fifteen millimeter) thick cement plaster in single coat on rough side of brick/stone masonry for interior plastering up to floor two level including arises internal rounded angles chamfers and/or rounded angles not exceeding 80 millimeter in girth and finished even and smooth in cement mortar 1:6 (One cement is to six sand) within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section-1( 6.25 to 6.25.2)

40 milimetre(Forty milimetre)thick cement concrete flooring 1:2:4(One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) laid in one layer and finished with a floating coat of neat cement within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section-1(3 to 3.14)

Providing and fixing 40 milimetre thick panelled,glazed or pannelled and glazed shutters for doors, window and clearstory window including bright finished/black enamelled iron but hinges with necessary screws in 2nd class deodar wood with in all leads and lifts as per the direction of Engineer in charge. ( Ref. General specification section-1( 3.6 to 3.14)

Boulder filling behind retaining wall under floor with in all leads & lift complete in all respect ( Ref. General specification section-1( 2 to2.7)

Providing and fixing anodized aluminium sliding door bolts with nuts and screwed complete with in all leads and lifts as per direction of Engineer in charge.( Ref. General specification section-1( 3 to 3.5)

300x16 milimetre.

Providing and fixing aluminium handles anodized to required colour of shade with necessary acrews etc. complete withy in all leads and lifts as per the direction of Engineer in charge. ( Ref. General specification section-1( 3 to 3.5)

100 milimetre.( Ref. General specification section-1( 3 to 3.5)

Providing and fixing aluminium tower bolts (barrel type bolts) with screws etc. complete with in all leads and lifts as per the direction of Engineer in charge. ( Ref. General specification section-1( 3 to 3.5)

200x10 milimetre. (Ref. General specification section-1( 3 to 3.5)

Providing and fixing mild steel grills of required pattern in wooden frames of windows etc. mild steel flats square or rounded bars with required bolts and nuts or by screws plain grill within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section-1(6.0 to 6.1)

Providing plinth protection 50 milimetre thick in cement concrete 1:3:6(One cement is to three sand is to six graded stone aggregate 20 milimetre nominal size)including finishing the top surface of concrete smooth within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section-1( 3 to 3.14)

White washing with lime on undecorated wall surfaces two coats to give and even shade including thoroughly/brooming the surface to remove all dirt dust mortar dirt and other foreign matter within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section-1(4.1 to 4.3)

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 including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar dropping and other foreign matter and also including preparing the surface even and sand papered smooth with in all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section-1( 4.1 to 4.3)

Applying priming coat over new wood and wood based surfaces after and including preparing then surface by thoroughly cleaning oil grease,dirt and other foreign matter,sand papering and knotting with ready mixed paint brushing wood primer pink with in all leads and lifts as per the direction of Engineer-in charge. ( Ref. General specification section-1( 4.1 to 4.3)

Painting two coats (excluding priming coat) on new wood and wood based surfaces with enamel paint to give an even shade including cleaning the surface of all dirt dust and other foreign matter sand papering and stopping with enamel paint other than white with in all leads and lifts as per the direction of Engineer-in charge. ( Ref. General specification section-1( 4.1 to 4.3)

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surface(two coats)to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section-1( 4.1 to 4.3)

Providing in reinforcement cement concrete work smooth finishing of the exposed surface with cement mortar 1:3 (1 cement 3 sand) within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section-1(3.6 to 3.14)

Providing, laying, jointing and testing in trenches galvanised MS pipe of following dia for outlets pipe scour pipe and over flow pipes etc. within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section-1( 10.00)

25 milimetre dia.

80 milimetre dia.

150 milimetre dia.

250 milimetre dia.

Steel work welded in built up sections,trusses and framed work including cutting,hoisting and fixing in position and applying a priming coat of red lead paint in gratings,framed guard bars,ladders,railing,brackets and similar type of work within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section-1( 4 to 4.3)

Providing and fixing of cast iron sluice valve of Kirloskar/Kartar/leader/Bir make of following diameter with hand wheel as per IS:14846-2000 (Class PN-1.0) including brass spindal as per 2906-1984 complete with nuts bolts and rubber insertion etc. complete in all respect with in all lead and lift as per satisfaction of Engineer-in-charge. ( Ref. General specification section-II( 1 to 1.8)

80 milimetre dia.

150 milimetre dia.

Providing and fixing of cast steel sluice valve of Kirloskar/Kartar/leader/Bir make of following diameter with hand wheel as per IS:14846-2000 (Class PN-1.0) including brass spindal as per 2906-1984 complete with nuts bolts and rubber insertion etc. complete in all respect with in all lead and lift as per satisfaction of Engineer-in-charge. ( Ref. General specification section-II( 1 to 1.8)

250 milimetre dia.

Providing and fixing of 80 mm dia. galvanized MS flanged bends not less than 0.90 meter confirming to ISI specification No.1879-1987 with latest amendments. The flanged should conforming to IS 6392-1971 latest with up to date amendment including nuts, bolts and champion gasket etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section-III( 1 to 9)

P/Fixing of below items required for OHSR complete. ( Ref. General specification section-I( 7)

Providing and fixing lightening conductor within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section-I( 7)

Providing and fixing water measurement gauge within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section-I( 7)

Providing and fixing mosquito proof ventilator within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section-I( 7)

Providing and fixing flanged bell mouth alongwith puddle collars within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section-I( 7)

Providing and fixing Expansion joints complete within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section-I( 7)

Structural design and drawing complete in all respect and to the entire satisfaction of the Engineer-in-Charge. ( Ref. General specification section-I( 7)

Soil testing report for bearing capacity of soil complete in all respect and to the entire satisfaction of the Engineer-in-Charge. ( Ref. General specification section-I( 7)

Providing & laying P.V.C. water stop seal 230x6 mm thick 20 meter center to center of expansion cum construction joint within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section-I( 7)

Providing wire crates of galvanized iron wire filled with boulders with square cut faces against the wire. (Wire crates to be measured and paid for separately) within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section- IV(10.0 to 10.8)

Providing wire crates made of galvanized iron wire filled with boulders with square cut faces against the wire. (Boulder filling to be measured and paid for separately)Galvanized iron wire 5 millimeter thick corresponding to SWG-6 (15 centimeter x15 centimeter mesh) within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. General specification section- IV(10.0 to 10.8)

Providing,laying and jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diametre confirmng to IS 4984-1995 with fusion welding process including all necessary fitting in all leads and lift to the entire satisfacton of Engineer-in-charge. ( Ref. General specification section- I(21.5)

75 milimetre dia (OD) PN 4.00, PE-80 HDPE-IS:4984. ( Ref. General specification section- I(21.5)

Laying,Jointing and testing of galvanised MS pipe with circumferential butt welded joints by electrical arc welding (welding thickness shall be equal to pipe wall thickness) and testing of galvanised iron pipe conforming to IS 1239-1991 (Part-II) with latest ammendments having wall thickness as specified below capable of with standing required test pressure, including manufacturing and fabrication of reducers/tapers, tees, all short pieces, bends etc. as per requirement made from parent tubes. The laying of pipe shall also including welding of flanged joints with flage Table-5 at every 100 metre spacing duly welded in three layers (Two inner one outer) and all operations such as cutting, welding, jointing, fabrication of bends, tee's etc. and lowering and laying in excavated trenches to ensure required level complete in all respect to the best satisfaction of the Engineer-in-charge. Earth work in trenches and the cost of flanges including nut and bolts, gasket will be measured and paid for separately, the welding electrod shall be as per ISI 814 of advani/Oerlikon/L&T or ISI marked make as per direction and to entire satisfaction of the Engineer-in-charge within all leads and lifts. ( Ref. General specification section- III(1 to 1.9)

80 milimetre dia.

Everest E-Mag Series is a full bore DC type Electromagnetic flow meter. The meters are bassed on Faraday"s law of Electromagnetic Induction. These flow meters accurately measure the flow rate of conductive liquid & slurries in closed pipes. Due to simple & rigid design, the flow meter is an obstruction less & maintenence free instruction in place of conventional mechanical flow measuring device. The use of 'pulsed DC" technology offers highest ability & better measuring accuracy in the from of electrical single 4 - 20mA DC linearly proportional to volumetric flow. ( Ref. General specification section- I(11.3)

Everest CI Flow Meter Flange Type Cold water class B woltman type Conforming IS:2373/81 NSN code: 9028 75mm dia ( Ref. General specification section- I(11.3)

Everest CI Flow Meter Flange Type Cold water class B woltman type Conforming IS:2373/81 NSN code: 9028 80mm dia ( Ref. General specification section- I(11.3)

Pumping Machinery:

Booster Stage: - Supply of Submersible clear cold & fresh water Pumping sets of reputed make such as KSB/Clama/SU/Johanston conforming to latest relevant BIS code. The pump should be fitted will free flow impellers of bronze/suitable alloy as per BIS 8034-1976 latest suitable for clear water having greased packed bearing and shaft with bound stator on motor side & with shaft protection sleeve on pump side ensuring better life for shaft confirming to BIS specifications. The pump shall be directly coupled to a submersible squirrel cage electric induction motor of Kirloskar/NGEF/Jyoti/Cromptorn make conforming to relevant BIS Code latest with up to date amendments totally dust & water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber & grease packed lubricated bearing & provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guard erecting clamps cable clip & depth gauge etc. & suitable for operation on data given below:- A) SITE CONDITIONS: I) Location of Site About 15 Km from Mandi 1120 meter ii) The altitude of place in which the motor is intended to work in ordinary service if it exceeds 1000 tm. iii) Humidity Weather generally remains humid during monsoon Season iv) Nature of atmosphere As normally encountered in Shivalik Range. v) Detail of quality of water Clear cold water. vi) Water free from sand or not Yes. vii) Water corrosive or not Yes. viii) Turbidity (if any) Up to 5000 PPM. ix) NPSH available Positive suction x) Any other information or requirement. ~~~ (Section -I (16 to 17.4)

B) OPERATION CONDITIONS i) Type of current AC three/single phase. ii) Operating frequency 50 HZ iii) Rated voltage 400 (+/-) 10% volts. iv) System of earthing if any to be adopted. Double loop earthing as per BIS 3043-1987 latest with up to date amendments. v) No. of working hours per day 20 hours. vi) Speed of revolution in RPM. To be quoted by tenderer. vii) Direction of rotation To be quoted by tenderer. viii) The max. Temp. of cooling air & water in the place in which the motor is indented to work in ordinary service. 35 Degree Centigrade. C) MOTOR i) Ref to BIS code. BIS 325- 1978 read with BIS 900-1992 (latest) with up to date amendments. ii) Type of enclosure of motor SPDP (as per BIS 4691-1985 (Latest) iii) Type of duty Continuous. iv) Mechanical output in KW. Suitable for driving centrifugal pumps required for duties specified against pumps. To avoid overloading of motor a margin of about 15-20% may be kept in the rated output of prime mover. v) Class of insulation Class- B. vi) Max. Permissible temporize of motor reqd, if different from given in B (viii) above. -- vii) Particulars of test reqd. & where they are to be conducted. As per terms & conditions. viii) Particulars as to whether voltage limiting device will be employed. ATS/star delta starter oil immersed fully automatic to be installed between bus bar chamber & motor. Shunt capacitor is also proposed to be installed for improving the power factor at site. NOTE: - Star delta starter up to 37.5 KW. ATS between 37.5 KW to 50 KW & Stator rotor starter with slip ring motor beyond 50 KW. ix) Motor whether squirrel cage or slip ring. Squirrel cage/slip ring Note: - Squirrel cage up to 65HP and slip ring above 65 HP. x) Details of shaft extension reqd. Just sufficient to provide direct drive by flexible coupling to pump. xi) Type of slip ring gear whether continuously rated or for starting purposes only & whether to be fitted with brush lifting or short circuiting arrangements or both if interlocks are required. Continuously rated for Squirrel cage/ slip ring motor. xii) Breakaway torque in terms of rated load torque & the corresponding breakaway starting current which may be taken from the supply with the starting apparatus in circuit. Breakaway torque to be given by the tendered but the starting current should not exceed 2.5 times of the full load current

xiii) Nature of load & any information regarding the driven machine which has a bearing upon the torque reqd. during the accelerated period, the kinetic energy of the moving parts to be accelerated & No. of starts during a specified period. To work the pump offered. xiv) Where possible fault capacity of the system to which the motor is connected. The motor should be able to withstand initial current of 2.5times the rated current for two minutes without suffering damages or permanent deformations. D) PUMP (IS 8034 -1974) read with BIS 9137-1978 both latest with up to date amendments. a) Nos of pumps reqd. 1 Nos working pumps b) Spare parts required. For two years normal maintenance as recommended by manufacturer. c) Optional fittings reqd. Air cock for exhausting air from each stage. E) PUMP OPERATING CONDITIONS i) Capacity 6.96 LPS ii) Total head in Mtrs. 28.64 Mtrs. If total head is not known then following details be provided :- a) Static head 17.50 Mts. b) Minimum depth of water ---- mtrs. c) Variation in water level ---- mtrs. d) Ground level to max. Water level 1117.50 mtrs. e) Ground level to delivery point 1135 mtrs. f) Pressure in the suction tank -----Kg/cmΛ² Pressure in the delivery tank -----Kg/cmΛ² iii) Length of Rising main 150 mts. iv) Dia of R/main 80 mm v) Drive arrangement Direct through flexible coupling on a common base plate. vi) Drive type Electric driven. vii) NPSH reqd. To be quoted by the tendered. viii) Limits of total head in which the pump is reqd. to operate. (-) 25% to (+) 10% of total head. ix) Suction/delivery size of pump. To be specified by the tendered. x) Efficiency of pump at To be specified by the tendered. a) Duty head b) (+) 10% head c) (-) 25% head xi) Material of construction. To be specified by the tendered (Manufacturers certificate to be appended)

Fittings and accessories

75 mm Dia PN0/5,0/6,0.8 HDPE pipes ( Ref. to General Specification Section-I (21.5)

75 mm Dia PN6 HDPE pipes end ( Ref. to General Specification Section-I (21.5)

75 mm Dia PN6 HDPE 90 degree Bends ( Ref. to General Specification Section-I (21.5)

75 mm Dia PN6 HDPEQC pump connector ( Ref. to General Specification Section-I (21.5)

Providing & fixing in position RCC pipe of following dia, class & length for outlets ( Ref. to General Specification Section-2 (1 to 1.8)

RCC pipe of 900 mm dia NP-2.0 ( Ref. to General Specification Section-2 (1 to 1.8)

RCC pipe of 350 mm dia NP-2.0 ( Ref. to General Specification Section-2 (1 to 1.8)

Miscellaneous for locking arrangement & other accessories as per the direction of Engineer in charge ( Ref. to General Specification Section-1 (7)

Providing and fixing SFRC manhole cover (600X600mm) within all leads and lifts as per the direction of engineer-in-charge. ( Ref. to General Specification Section-1 (7)

Providing and fixing manually operated sluice gate within all leads and lifts as per the direction of engineer in charge. ( Ref. to General Specification Section-1 (7)

Providing and laying cement concrete 1:1:2 (One cement is to one sand is to two graded stone aggregate 20 millimeter nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete in:- ( Ref. to General Specification Section-1 (3.1 to 3.14)

Suspended floors, roofs landing shelves and their supports balconies beams, girders and cantilevers up to floor two levels within all leads and lifts as per the direction of Engineer-in-charge.

Walls (any thickness) butt not less than 0.10 meter thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge.

Beams up to 2 level within all leads and lifts as per the direction of Engineer-in-charge.

Beams up to 2-3 level within all leads and lifts as per the direction of Engineer-in-charge.

Arches up to floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Sub Project (Lower Baijnath Kuhl)

Excavation in drain and channels etc. in all kinds of soil such as pick work,jumper work,blasting work soft and hard rock and saturated soil including dressing of sides and beds and disposing of excavated earth upto a lead of 20 metre and lift upto 1.50 metre within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 ( 2 to 2.7)

Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre) layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge within all leads and lifts. ( Ref. to General Specification Section-1 ( 2 to 2.7)

Providing and laying cement concrete 1:6:12 (One cement is to six sand is to twelve graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 ( 3 to 3.14)

Providing and laying cement concrete 1:4:8 (One cement is to four sand is to eight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 ( 3 to 3.14)

Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 ( 3 to 3.14)

Providing and laying cement concrete 1:2:4 (One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete in:- ( Ref. to General Specification Section-1 ( 3 to 3.14)

Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge.

Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:11/2:3 (One cement is to one and half sand is to three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- ( Ref. to General Specification Section-1 ( 3 to 3.14)

Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge.

Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge.

Column,pillars,posts and struts upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Column two levels to floor three levels within all leads and lifts as per the direction of Engineer-in-charge.

Column three levels to floor four levels within all leads and lifts as per the direction of Engineer-in-charge.

Lintel beams girder buttreress and cantilever upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Floor two level to floor three level within all leads and lifts as per the direction of Engineer-in-charge.

Arches up to floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Random rubble masonry/polygonal rubble masonry (Uncoursed/brought to courses with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12)One cement is to six sand is to twelve graded stone aggregate 20 milimetre nominal size) in cement mortar 1:6 (One cement is to six sand) in breast wall/retaining walls within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (6.4 to 6.4.3)

Providing pressed steel frames and doors, windows, clearstory windows and other frames wrought framed and fixed in position Second class (Sal wood) within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (6.1 &6.8 )

Brick work using common burnt clay building bricks in superstructure above plinth level up to door two level in cement mortar 1:6 (One cement is to six sand) within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (6.2 to 6.3.2)

Half Brick work using common burnt clay building bricks in superstructure above plinth level up to door two level in cement mortar 1:6 (One cement is to six sand) within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (6.2 to 6.3.2)

Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centering,shuttering,strutting and propping etc.with wooden battens ballies,height of propping and centering below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in :- ( Ref. to General Specification Section-1 (3.6 to 3.14)

Foundation footings and basis of columns etc. and mass concrete within all leads and lifts as per the direction of Engineer-in-charge.

Flat surfaces such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200 milimetre in thickness within all leads and lifts as per the direction of Engineer-in-charge.

Vertical surfaces such as walls(any thickness)partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge.

Column pillar posts and struts within all leads and lifts as per the direction Enginner-in-charge.

Column pillar posts and struts within all leads and lifts as per the direction Engineer-in-charge. (beyond 4m)

Beams, cantilever, girder and linter sides and soffits of beams haunchings cantilevers girder, bressumers and lintel not exceeding one meter in depth in all heights from floor within all leads and lifts as per the direction of Engineer-in-charge.

Edges of slab and breaks in floor and walls under 20 centimetre in wide within all leads and lifts as per the direction of Engieer-in-charge.

Formwork for Sloping. ( Ref. to General Specification Section-1 (3.6 to 3.14)

Providing form work of ordinary timber planking so as to give a rough finish including centering,shuttering,strutting and propping etc.height of propping and centering below supporting floor to ceiling not exceeding 4 metrre and removal of the same for in-situ-reinforced concrete and plain concrete work in:-

Arches beyond seven metre span within all leads and lifts as per the direction Enginner-in-charge.

Arches beyond seven meter span within all leads and lifts as per the direction Engineer-in-charge. (up to 4 -10m)

Providing and laying mild steel/tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (3 to 3.5)

Pointing on brick work in cement mortar 1:3 ( 1 cement and 3 sand ) with in all leads & lifts as per the direction of Engineer in charge. ( Pointing on brick masonry in cement mortar 1:3 (1 cement : 3 Sand )Ruled

6 milimetre (Six milimetre) thick cement plaster to ceiling in cement mortar 1:3 (One cement is to three sand) within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (6.25 to 6.25.2)

15 milimetre(fifteen milimetre) thick cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arrises internal rounded angles chamfers and/or rounded angles not exceeding 80 milimetre in girth and finished even and smooth in cement mortar 1:6 (One cement is to six sand) within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (6.25 to 6.25.2)

40 millimeter(fifteen millimeter) thick cement flooring in single coat on rough side of brick/stone masonry for interior plastering up to floor two level including arises internal rounded angles chamfers and/or rounded angles not exceeding 80 millimeter in girth and finished even and smooth in cement mortar 1:6 (One cement is to six sand) within all leads and lifts as per the direction of Engineer-in-charge ( Ref. to General Specification Section-1 (3 to 3.14)

Providing and fixing 40 milimetre thick panelled,glazed or pannelled and glazed shutters for doors, window and clearstory window including bright finished/black enamelled iron but hinges with necessary screws in 2nd class deodar wood with in all leads and lifts as per the direction of Engineer in charge. ( Ref. to General Specification Section-1 (3.6 to 3.14)

Boulder filling behind retaining wall under floor with in all leads & lift complete in all respect ( Ref. to General Specification Section-1 (2 to 2.7)

Providing and fixing anodized aluminum sliding door bolts with nuts and screwed complete with in all leads and lifts as per direction of Engineer in charge. ( Ref. to General Specification Section-1 (3 to 3.5 )

Providing and fixing aluminum handles anodized to required colour of shade with necessary screws etc. complete withy in all leads and lifts as per the direction of Engineer in charge ( Ref. to General Specification Section-1 (3 to 3.5 )

125 milimetre. ( Ref. to General Specification Section-1 (3 to 3.5 )

Providing and fixing aluminum tower bolts (barrel type bolts) with screws etc. complete with in all leads and lifts as per the direction of Engineer in charge. ( Ref. to General Specification Section-1 (3 to 3.5 )

100x10 milimetre. ( Ref. to General Specification Section-1 (3 to 3.5 )

Providing and fixing mild steel grills of required pattern in wooden frames of windows etc. mild steel flats square or rounded bars with required bolts and nuts or by screws plain grill within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (6.0 to 6.1 )

Providing plinth protection 50 milimetre thick in cement concrete 1:3:6(One cement is to three sand is to six graded stone aggregate 20 milimetre nominal size)including finishing the top surface of concrete smooth within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (3 to 3.14 )

White washing with lime on undecorated wall surfaces two coats to give and even shade including thoroughly/brooming the surface to remove all dirt dust mortar dirt and other foreign matter within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (4.1 to 4.3 )

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 including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar dropping and other foreign matter and also including preparing the surface even and sand papered smooth with in all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (4.1 to 4.3 )

Applying priming coat over new wood and wood based surfaces after and including preparing then surface by thoroughly cleaning oil grease,dirt and other foreign matter,sand papering and knotting with ready mixed paint brushing wood primer pink with in all leads and lifts as per the direction of Engineer-in charge.( Ref. to General Specification Section-1 (4.1 to 4.3 )

Painting two coats (excluding priming coat) on new wood and wood based surfaces with enamel paint to give an even shade including cleaning the surface of all dirt dust and other foreign matter sand papering and stopping with enamel paint other than white with in all leads and lifts as per the direction of Engineer-in charge. ( Ref. to General Specification Section-1 (4.1 to 4.3 )

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surface(two coats)to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (4.1 to 4.3 )

Providing in reinforcement cement concrete work smooth finishing of the exposed surface with cement mortar 1:3 (1 cement 3 sand) within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (3.6 to 3.14 )

Providing, laying, jointing and testing in trenches galvanised MS pipe of following dia for outlets pipe scour pipe and over flow pipes etc. within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (10.00 )

25 milimetre dia.

80 milimetre dia.

150 milimetre dia.

Steel work welded in built up sections,trusses and framed work including cutting,hoisting and fixing in position and applying a priming coat of red lead paint in gratings,framed guard bars,ladders,railing,brackets and similar type of work within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (4 to 4.3 )

Providing and fixing of cast iron sluice valve of Kirloskar/Kartar/leader/Bir make of following diameter with hand wheel as per IS:14846-2000 (Class PN-1.0) including brass spindal as per 2906-1984 complete with nuts bolts and rubber insertion etc. complete in all respect with in all lead and lift as per satisfaction of Engineer-in-charge. ( Ref. to General Specification Section-II (1 to 1.8 )

80 milimetre dia.

150 milimetre dia.

Providing and fixing of galvanized MS flanged bends not less than 0.90 metre confirming to ISI specification No.1879-1987 with latest ammendments. The flanged should conforming to IS 6392-1971 latest with upto date amendment including nuts, bolts and champion gasket etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-III (1 to 9 )

80 milimetre dia.

P/Fixing of below items required for OHSR complete. ( Ref. to General Specification Section-1 (7)

Providing and fixing lightening conductor within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (7)

Providing and fixing water measurement gauge within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (7)

Providing and fixing flanged bell mouth alongwith puddle collars within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (7)

Providing and fixing Expansion joints complete within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (7)

Structural design and drawing complete in all respect and to the entire satisfaction of the Engineer-in-Charge. ( Ref. to General Specification Section-1 (7)

Soil testing report for bearing capacity of soil complete in all respect and to the entire satisfaction of the Engineer-in-Charge. ( Ref. to General Specification Section-1 (7)

Providing & laying P.V.C. water stop seal 230x6 mm thick 20 metre center to center of expension cum construction joint within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (7)

Providing,laying and jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diametre confirmng to IS 4984-1995 with fusion welding process including all necessary fitting in all leads and lift to the entire satisfacton of Engineer-in-charge. ( Ref. to General Specification Section-1 (21.5)

75 milimetre dia (OD) PN 4.00, PE-80 HDPE-IS:4984. ( Ref. to General Specification Section-1 (21.5)

Everest E-Mag Series is a full bore DC type Electromagnetic flow meter. The meters are bassed on Faraday"s law of Electromagnetic Induction. These flow meters accurately measure the flow rate of conductive liquid & slurries in closed pipes. Due to simple & rigid design, the flow meter is an obstruction less & maintenence free instruction in place of conventional mechanical flow measuring device. The use of 'pulsed DC" technology offers highest ability & better measuring accuracy in the from of electrical single 4 - 20mA DC linearly proportional to volumetric flow. ( Ref. to General Specification Section-1 (11.3)

Everest CI Flow Meter Flange Type Cold water class B woltman type Conforming IS:2373/81 NSN code: 9028 75mm dia ( Ref. to General Specification Section-1 (11.3)

Everest CI Flow Meter Flange Type Cold water class B woltman type Conforming IS:2373/81 NSN code: 9028 80mm dia ( Ref. to General Specification Section-1 (11.3)

Fittings and accessories ( Ref. to General Specification Section-1 (21.5)

75 mm Dia PN0/5,0/6,0.8 HDPE pipes

75 mm Dia PN6 HDPE pipes end

75 mm Dia PN6 HDPE 90 degree Bends

75 mm Dia PN6 HDPEQC pump connector

Providing & fixing in position RCC pipe of following dia, class & length for outlets ( Ref. to General Specification Section- 2 (1 to 8.1)

RCC pipe of 900 mm dia NP-2.0

RCC pipe of 350 mm dia NP-2.0

Miscellaneous for locking arrangement & other accessories as per the direction of Engineer in charge ( Ref. to General Specification Section-1 (7)

Providing and fixing SFRC manhole cover (600X600mm) within all leads and lifts as per the direction of engineer-in-charge. ( Ref. to General Specification Section-1 (7)

Providing and laying cement concrete 1:1:2 (One cement is to one sand is to two graded stone aggregate 20 millimeter nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete in:- ( Ref. to General Specification Section-1 (3 to 3.14)

Suspended floors, roofs landing shelves and their supports balconies beams, girders and cantilevers up to floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Walls (any thickness) butt not less than 0.10 meter thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge.

Beams up to 2 level within all leads and lifts as per the direction of Engineer-in-charge.

Beams up to 2-3 level within all leads and lifts as per the direction of Engineer-in-charge.

Arches up to floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Providing and fixing mosquito proof ventilator within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (7)

Village Gharoon & Dehan:

Excavation in drain and channels etc. in all kinds of soil such as pick work,jumper work,blasting work soft and hard rock and saturated soil including dressing of sides and beds and disposing of excavated earth upto a lead of 20 metre and lift upto 1.50 metre within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 ( 2 to 2.7)

Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre) layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge within all leads and lifts.( Ref. to General Specification Section-1 ( 2 to 2.7)

Providing and laying cement concrete 1:6:12 (One cement is to six sand is to twelve graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 ( 3 to 3.14)

Providing and laying cement concrete 1:4:8 (One cement is to four sand is to eight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 ( 3 to 3.14)

Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 ( 3 to 3.14)

Providing and laying cement concrete 1:2:4 (One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete in:- ( Ref. to General Specification Section-1 ( 3 to 3.14)

Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge.

Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge.

Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:11/2:3 (One cement is to one and half sand is to three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-( Ref. to General Specification Section-1 ( 3 to 3.14)

Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge.

Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge.

Floor five level to floor six level within all leads and lifts as per the direction of Engineer-in-charge.

Column, pillars, posts and struts up to floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Floor two level to floor three level within all leads and lifts as per the direction of Engineer-in-charge.

Floor three level to floor four level within all leads and lifts as per the direction of Engineer-in-charge.

Floor four level to floor five level within all leads and lifts as per the direction of Engineer-in-charge.

Floor two level to floor three level within all leads and lifts as per the direction of Engineer-in-charge.

Floor five level to floor six level within all leads and lifts as per the direction of Engineer-in-charge.

Suspended floors, roofs landing shelves and their supports balconies beams, girders and cantilevers up to floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Providing and fixing pressed steel door frames manufactured from commercial mild steel of 1.25 mm thickness I/c hinges fan legs joints bends and if required threshold of mild steel angles etc (a) profile "A" with in all leads & lift as per the direction of Engineer in charge. ( Ref. to General Specification Section-1 ( 6.1 to 6.8)

Brick work using common burnt clay building bricks in superstructure above plinth level up to door two level in cement mortar 1:6 (One cement is to six sand) within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 ( 6.2 to 6.3.2)

Half Brick work using common burnt clay building bricks in superstructure above plinth level up to door two level in cement mortar 1:6 (One cement is to six sand) within all leads and lifts as per the direction of Engineer-in-charge ( Ref. to General Specification Section-1 ( 6.2 to 6.3.2)

Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centering,shuttering,strutting and propping etc.with wooden battens ballies,height of propping and centering below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in :- ( Ref. to General Specification Section-1 ( 3.6 to 3.14)

Foundation footings and basis of columns etc. and mass concrete within all leads and lifts as per the direction of Engineer-in-charge.

Flat surfaces such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200 milimetre in thickness within all leads and lifts as per the direction of Engineer-in-charge.

Vertical surfaces such as walls(any thickness)partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge.

Column pillar posts and struts within all leads and lifts as per the direction Enginner-in-charge.

Beyond 4 mts

Beams, cantilever, girder and linter sides and soffits of beams haunchings cantilevers girder, bressumers and lintel not exceeding one meter in depth in all heights from floor within all leads and lifts as per the direction of Engineer-in-charge.

Edges of slab and breaks in floor and walls less than 20 centimeter in wide within all leads and lifts as per the direction of Engineer-in-charge.

Providing form work of ordinary timber planking so as to give a rough finish including centering,shuttering,strutting and propping etc.height of propping and centering below supporting floor to ceiling not exceeding 4 metrre and removal of the same for in-situ-reinforced concrete and plain concrete work in:- ( Ref. to General Specification Section-1 ( 3.6 to 3.14)

Arches beyond seven metre span within all leads and lifts as per the direction Enginner-in-charge.

Providing and laying mild steel/tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 ( 3 to 3.5)

Pointing on brick work in cement mortar 1:3 ( 1 cement and 3 sand ) with in all leads & lift as per the direction of Engineer in charge. ( Pointing on brick masonry in cement mortar 1:3 ( 1 cement : 3 sand ) Ruled

6 milimetre (Six milimetre) thick cement plaster to ceiling in cement mortar 1:3 (One cement is to three sand) within all leads and lifts as per the direction of Engineer-in-charge ( Ref. to General Specification Section-1 ( 6.25 to 6.25.2)

15 milimetre(fifteen milimetre) thick cement plaster in single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arrises internal rounded angles chamfers and/or rounded angles not exceeding 80 milimetre in girth and finished even and smooth in cement mortar 1:6 (One cement is to six sand) within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (6.25 to 6.25.2)

Providing and fixing M.S grill of required pattern in wooden frame of windows etc with M.S. square or a round bar with round headed bolts & nuts or by screw with in all leads & lift as per the direction of Engineer in Charge ( Ref. to General Specification Section-1 ( 6.0 to 6.1)

Terrazzo tile flooring pre cast terrazzo tiles 20 mm thick with marble chips of specified size laid in floor, treads of steps and lending on a bed of 25 mm average thickness of cement mortar 1 :6 ( 1 cement & 6 sand) jointed with neat cement slurry mixed with pigment o to match the shade of tiles where ever required including rubbing and polishing complete with tiles of following shade medium with in all leads & lift as per the direction of Engineer in charge.40 millimeter(Forty millimeter)thick cement concrete flooring 1:2:4(One cement is to two sand is to four graded stone aggregate 20 millimeter nominal size) laid in one layer and finished with a floating coat of neat cement within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 ( 6.13 to 6.13.3)

Providing and fixing 40 milimetre thick panelled,glazed or pannelled and glazed shutters for doors, window and clearstory window including bright finished/black enamelled iron but hinges with necessary screws in 2nd class deodar wood with in all leads and lifts as per the direction of Engineer in charge. ( Ref. to General Specification Section-1 ( 3.6 to 3.14)

Boulder filling behind retaining wall under floor with in all leads & lift complete in all respect ( Ref. to General Specification Section-1 ( 2 to 2.7)

Providing and fixing anodized aluminium sliding door bolts with nuts and screwed complete with in all leads and lifts as per direction of Engineer in charge. ( Ref. to General Specification Section-1 ( 3 to 3.5)

250x16 milimetre. ( Ref. to General Specification Section-1 ( 3 to 3.5)

Providing and fixing aluminium handles anodized to required colour of shade with necessary acrews etc. complete withy in all leads and lifts as per the direction of Engineer in charge. ( Ref. to General Specification Section-1 ( 3 to 3.5)

125 milimetre. ( Ref. to General Specification Section-1 ( 3 to 3.5)

Providing and fixing aluminium tower bolts (barrel type bolts) with screws etc. complete with in all leads and lifts as per the direction of Engineer in charge. ( Ref. to General Specification Section-1 ( 3 to 3.5)

100x10 milimetre. ( Ref. to General Specification Section-1 ( 3 to 3.5) ( Ref. to General Specification Section-1 ( 3.6 to 3.14)

Providing plinth protection 50 milimetre thick in cement concrete 1:3:6(One cement is to three sand is to six graded stone aggregate 20 milimetre nominal size)including finishing the top surface of concrete smooth within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 ( 3 to 3.14)

Distempering with dry distemper of approved brand and manufacturer ( two coat) and of required shade on un decorated surface to give an even shade over and including priming coat of whiting after thoroughly brushing the surface free from mortar and other foreign matter complete as per the direction of Engineer in charge. ( Ref. to General Specification Section-1 ( 4.1 to 4.3)

White washing with lime on undecorated wall surfaces two coats to give and even shade including thoroughly/brooming the surface to remove all dirt dust mortar dirt and other foreign matter within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 ( 4.1 to 4.3)

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surface(two coats)to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 ( 4.1 to 4.3)

Providing in reinforcement cement concrete work smooth finishing of the exposed surface with cement mortar 1:3 (1 cement 3 sand) within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 ( 3.6 to 3.14)

Providing, laying, jointing and testing in trenches galvanised MS pipe of following dia for outlets pipe scour pipe and over flow pipes etc. within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 ( 10.00)

20 milimetre dia.

80 milimetre dia.

150 milimetre dia.

Steel work welded in built up sections,trusses and framed work including cutting,hoisting and fixing in position and applying a priming coat of red lead paint in gratings,framed guard bars,ladders,railing,brackets and similar type of work within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 ( 4 to 4.3)

Providing and fixing of cast iron sluice valve of Kirloskar/Kartar/leader/Bir make of following diameter with hand wheel as per IS:14846-2000 (Class PN-1.0) including brass spindal as per 2906-1984 complete with nuts bolts and rubber insertion etc. complete in all respect with in all lead and lift as per satisfaction of Engineer-in-charge. ( Ref. to General Specification Section-II ( 1 to 1.8)

80 milimetre dia.

150 milimetre dia.

Providing and fixing of galvanized MS flanged bends not less than 0.90 metre confirming to ISI specification No.1879-1987 with latest ammendments. The flanged should conforming to IS 6392-1971 latest with upto date amendment including nuts, bolts and champion gasket etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-III ( 1 to 9)

80 milimetre dia.

P/Fixing of below items required for OHSR complete. ( Ref. to General Specification Section-1 (7)

Providing and fixing lightening conductor within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (7)

Providing and fixing water measurement gauge within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (7)

Providing and fixing cast iron ventilating pipe 100 milimetre dia, 1 metre hight with cast iron cowl fixed at top within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (7)

Providing and fixing flanged bell mouth alongwith puddle collars within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (7)

Providing and fixing Expansion joints complete within all leads and lifts as per the direction of Engineer-in-charge. ( Ref. to General Specification Section-1 (7)

Structural design and drawing complete in all respect and to the entire satisfaction of the Engineer-in-Charge. ( Ref. to General Specification Section-1 (7)

Soil testing report for bearing capacity of soil complete in all respect and to the entire satisfaction of the Engineer-in-Charge. ( Ref. to General Specification Section-1 (7)

Providing,laying and jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diametre confirmng to IS 4984-1995 with fusion welding process including all necessary fitting in all leads and lift to the entire satisfacton of Engineer-in-charge. ( Ref. to General Specification Section-1 (21.5)

75 milimetre dia (OD) PN 4.00, PE-80 HDPE-IS:4984. ( Ref. to General Specification Section-1 (21.5)

90 milimetre dia (OD) PN 4.00, PE-80 HDPE-IS:4984. ( Ref. to General Specification Section-1 (21.5)

Laying,Jointing and testing of galvanised MS pipe with circumferential butt welded joints by electrical arc welding (welding thickness shall be equal to pipe wall thickness) and testing of galvanised iron pipe conforming to IS 1239-1991 (Part-II) with latest ammendments having wall thickness as specified below capable of with standing required test pressure, including manufacturing and fabrication of reducers/tapers, tees, all short pieces, bends etc. as per requirement made from parent tubes. The laying of pipe shall also including welding of flanged joints with flage Table-5 at every 100 metre spacing duly welded in three layers (Two inner one outer) and all operations such as cutting, welding, jointing, fabrication of bends, tee's etc. and lowering and laying in excavated trenches to ensure required level complete in all respect to the best satisfaction of the Engineer-in-charge. Earth work in trenches and the cost of flanges including nut and bolts, gasket will be measured and paid for separately, the welding electrod shall be as per ISI 814 of advani/Oerlikon/L&T or ISI marked make as per direction and to entire satisfaction of the Engineer-in-charge within all leads and lifts. ( Ref. to General Specification Section-II (1 to 1.9)

65 milimetre dia.

Everest E-Mag Series is a full bore DC type Electromagnetic flow meter. The meters are bassed on Faraday"s law of Electromagnetic Induction. These flow meters accurately measure the flow rate of conductive liquid & slurries in closed pipes. Due to simple & rigid design, the flow meter is an obstruction less & maintenence free instruction in place of conventional mechanical flow measuring device. The use of 'pulsed DC" technology offers highest ability & better measuring accuracy in the from of electrical single 4 - 20mA DC linearly proportional to volumetric flow. ( Ref. to General Specification Section-1 (11.3)

Everest CI Flow Meter Flange Type Cold water class B woltman type Conforming IS:2373/81 NSN code: 9028 75mm dia ( Ref. to General Specification Section-1 (11.3)

Everest CI Flow Meter Flange Type Cold water class B woltman type Conforming IS:2373/81 NSN code: 9028 80mm dia ( Ref. to General Specification Section-1 (11.3)

Manufacturing, febrication & fixing of mild steel man hole cover of 0.60x.60 m size made of mild steel Sheet 2.0 mm thick with mild steel angle 35x35x5mm thick with hinges one side and sliding door bolt for locking arrangement i/c cutting, welding and priming & Painting two coats of anamel paint sky complete in all respect to the entire satisfaction of the Engineer-in-charge. ( Ref. to General Specification Section-1 (7)

Fittings and accessories

75 mm Dia PN0/5,0/6,0.8 HDPE pipes ( Ref. to General Specification Section-1 (21.5)

75 mm Dia PN6 HDPE pipes end ( Ref. to General Specification Section-1 (21.5)

75 mm Dia PN6 HDPE 90 degree Bends ( Ref. to General Specification Section-I (21.5)

75mm Dia PN6 HDPEQC pump connector ( Ref. to General Specification Section-1 (21.5)

Providing & fixing in position RCC pipe of following dia, class & length for outlets ( Ref. to General Specification Section-II (1 to 8.1)

RCC pipe of 900 mm dia NP-2.0 ( Ref. to General Specification Section-II (1 to 1.8)

RCC pipe of 350 mm dia NP-2.0 ( Ref. to General Specification Section-II (1 to 1.8)

Miscellaneous for locking arrangement & other accessories as per the direction of Engineer in charge ( Ref. to General Specification Section-I (7)

Pumping Machinery:

Booster Stage: - Supply of Submersible clear cold & fresh water Pumping sets of reputed make such as KSB/Clama/SU/Johanston conform to latest relevant BIS code. The pump should be fitted will free flow impellers of bronze/suitable alloy as per BIS 8034-1976 latest suitable for clear water having greased packed bearing and shaft with bound stator on motor side & with shaft protection sleeve on pump side ensuring better life for shaft confirming to BIS specifications. The pump shall be directly coupled to a submersible squirrel cage electric induction motor of Kirloskar/NGEF/Jyoti/Cromptorn make conforming to relevant BIS Code latest with up to date amendments totally dust & water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber & grease packed lubricated bearing & provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guard erecting clamps cable clip & depth gauge etc. & suitable for operation on data given below :- A) SITE CONDITIONS : i) Location of Site About 15 Km from Palampur. ii) The altitude of place in which the motor is intended to work in ordinary service if it exceeds 1000 tm. iii) Humidity Weather generally remains humid during monsoon Season iv) Nature of atmosphere As normally encountered in Shivalik Range. v) Detail of quality of water Clear cold water. vi) Water free from sand or not Yes. vii) Water corrosive or not Yes. viii) Turbidity (if any) Up to 5000 PPM. ix) NPSH available Positive suction x) Any other information or requirement. ~~~ ( Ref. to General Specification Section-I ( 16 to 17.4)

B) OPERATION CONDITIONS i) Type of current AC three/single phase. ii) Operating frequency 50 HZ iii) Rated voltage 400 (+/-) 10% volts. iv) System of earthing if any to be adopted. Double loop earthing as per BIS 3043-1987 latest with up to date amendments. v) No. of working hours per day 20 hours. vi) Speed of revolution in RPM. To be quoted by tendered. vii) Direction of rotation To be quoted by tendered. viii) The max. Temp. Of cooling air & water in the place in which the motor is indented to work in ordinary service. 35 Degree Centigrade. C) MOTOR i) Ref to BIS code. BIS 325- 1978 read with BIS 900-1992 (latest) with up to date amendments. ii) Type of enclosure of motor SPDP (as per BIS 4691-1985 (Latest) iii) Type of duty Continuous. iv) Mechanical output in KW. Suitable for driving centrifugal pumps required for duties specified against pumps. To avoid overloading of motor a margin of about 15-20% may be kept in the rated output of prime mover. v) Class of insulation Class- B. vi) Max. Permissible temporize of motor reqd, if different from given in B (viii) above. -- vii) Particulars of test reqd. & where they are to be conducted. As per terms & conditions. viii) Particulars as to whether voltage limiting device will be employed. ATS/star delta starter oil immersed fully automatic to be installed between bus bar chamber & motor. Shunt capacitor is also proposed to be installed for improving the power factor at site. NOTE :- Star delta starter up to 37.5 KW. ATS between 37.5 KW to 50 KW & Stator rotor starter with slip ring motor beyond 50 KW. ix) Motor whether squirrel cage or slip ring. Squirrel cage/slip ring Note :- Squirrel cage up to 65HP and slip ring above 65 HP. x) Details of shaft extension reqd. Just sufficient to provide direct drive by flexible coupling to pump. xi) Type of slip ring gear whether continuously rated or for starting purposes only & whether to be fitted with brush lifting or short circuiting arrangements or both if interlocks are required. Continuously rated for Squirrel cage/ slip ring motor. xii) Breakaway torque in terms of rated load torque & the corresponding breakaway starting current which may be taken from the supply with the starting apparatus in circuit. Breakaway torque to be given by the tendered but the starting current should not exceed 2.5 times of the full load current

xiii) Nature of load & any information regarding the driven machine which has a bearing upon the torque reqd. during the accelerated period, the kinetic energy of the moving parts to be accelerated & No. of starts during a specified period. To work the pump offered. xiv) Where possible fault capacity of the system to which the motor is connected. The motor should be able to withstand initial current of 2.5times the rated current for two minutes without suffering damages or permanent deformations. D) PUMP (IS 8034 -1974) read with BIS 9137-1978 both latest with up to date amendments. a) Nos of pumps reqd. 1 Nos working pumps b) Spare parts required. For two years normal maintenance as recommended by manufacturer. c) Optional fittings reqd. Air cock for exhausting air from each stage. E) PUMP OPERATING CONDITIONS i) Capacity 1.90 LPS for each ii) Total head in Mtrs. 15.10 Mtrs. If total head is not known then following details be provided :- a) Static head ---- mtrs. b) Minimum depth of water ---- mtrs. c) Variation in water level ---- mtrs. d) Ground level to max. water level 1062.00mtrs. e) Ground level to delivery point ----mtrs. f) Pressure in the suction tank -----Kg/cmΛ² Pressure in the delivery tank -----Kg/cmΛ² iii) Length of Rising main 320 mtrs. iv) Dia of R/main 65 mm v) Drive arrangement Direct through flexible coupling on a common base plate. vi) Drive type Electric driven. vii) NPSH reqd. To be quoted by the tendered. viii) Limits of total head in which the pump is reqd. to operate. (-) 25% to (+) 10% of total head. ix) Suction/delivery size of pump. To be specified by the tendered. x) Efficiency of pump at To be specified by the tendered. a) duty head b) (+) 10% head c) (-) 25% head xi) Material of construction. To be specified by the tendered (Manufacturers certificate to be appended)

Village Lahat & Tarehla:

Cutting in earth work and disposal in all kind of soil such as pick work jumper work, blasting in soft and hard and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil and then disposing of all surplus excavated earth directed with in all leads and lifts as per the entire satisfatction of Engineer-in -Charge. ( Ref. to General Specification Section-I (2 to 2.7)

Excavation in foundation and trenches etc. (in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited)saturated soil stacking the excavated earth within all leads and lifts clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposting of all surplus excavated earth as directed within all leads and lifts including uprooting of trees dressing of beds, and sides and preparation of sub-grade, restoration of unmetalled/metalled/paved surfaces to its original condition including soring, strutting, timbering and dewatering where ever houses, fixing caution boards, crossing over trenches and to the entire satisfaction of the Engineer-in-charge. ( Ref. to General Specification Section-I ( 2 to 2.7)

Providing & Laying cement concrete 1:4:8 ( 1 cement :4 approved sand :8 approved graded stone aggregate 40mm nominal size ) & curing complete excluding the cost of form work in foundation and plinth. ( Ref. to General Specification Section-I (3 to 3.14)

Providing & Laying cement concrete 1:3:6 ( 1 cement :3 approved sand :6 approved graded stone aggregate 20mm nominal size ) & curing complete excluding the cost of form work in foundation and plinth. ( Ref. to General Specification Section-I (3 to 3.14)

Providing and laying cement concrete 1:6:12 ( 1 cement,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 complete in all respect. ( Ref. to General Specification Section-I (3 to 3.14)

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 :- ( Ref. to General Specification Section-I (3 to 3.14)

Foundation,footing & bases of columns and the like mass concrete with in all leads and lifts complete in all respect.

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.

Random rubble masonary /Polygonal rubble masonary (un-coursed /brought to courses) with hard stone of approved quality I/c levelling up at P.L. with cement conc. 1:6:12 in cement mortar 1:6 (1cement,6 sand) in foundation andplinth.) with in all leads and lifts complete in all respect. ( Ref. to General Specification Section-I (6.4 to 6.4.3)

Squared rubble masonry / polygonal rubble masonry ( uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including including racking out joints in cement mortor 1:4 ( 1cement :4 approved sand ) ( Ref. to General Specification Section-IV(9.0 to 9.9)

Providing & Laying cement concrete 1:1.5:3 ( 1 cement :2 approved sand :4 approved graded stone aggregate 20mm nominal size ) & curing complete excluding the cost of form work in:- foundation and plinth. ( Ref. to General Specification Section-I (3 to 3.14)

Wall any thickness but not less than 0.1 mtr. Thickness attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level. ( Ref. to General Specification Section-I (3 to 3.14)

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. ( Ref. to General Specification Section-I (3 to 3.14)

Providing & fixing C.G.I. Sheet Roofing ( Ref. to Miscellaneous Specification section - IV ( 8.0 to 8.4 )

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm.so as to give a fair finish including centering,shuttering, strutting and propping etc with wooden batens and ballies,height of propping and centring below supporting floor to celing not exceeding 4 mtrs and removal of the same for insitu- reinforced concrete & plain concrete work in: ( Ref. to General Specification Section-I (3.6 to 3.14)

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

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like

Edges of slabs and breaks in floors and walls: under 20cm wide.

Beams,Cantilever, girder,and Lintels:-Sides and soffits of beams haunching,cantilever,bressumer and lintels not exceeding 1 mtres in depth in all heights from floor.

Arches exceeding 6 metres (six metres) span as per the direction of Engineer- in -charge.

Providing tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level. ( Ref. to General Specification Section-I (3 to 3.5)

Prov. In RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement : 3 sand ) ( Ref. to General Specification Section-I (3.6 to 3.14)

Boulders filling at bottom of 350 Φ Hydrant Chamber ( Ref. to General Specification Section-I (2 to 2.7)

Brick work using common burnt clay building bricks in superstructure above G.L. to 1st floor level in cement mortar 1:6 ( 1Cement, 6 Sand ) of 2nd class bricks complete in allrespect with in all leads and lifts. ( Ref. to General Specification Section-I (6.2 to 6.3.2)

Half brick work using common burnt clay building bricks in superstructure above 1st floor level in cement mortar 1:4( 1Cement, 4 Sand ) of 2nd class bricks complete in all respect with in all leads and lifts. ( Ref. to General Specification Section-I (6.2 to 6.3.2)

Pointing on brick work with cement mortar 1:3 ( 1 cement, 3 sand ) with in all leads and lifts complete in all respect. ( Pointing on brick masonry in cement mortar 1:3 ( 1 cement:3 sand) Ruled

Providing and fixing pressed steel door frames manufactured from commercial mild steel of 1.25 mm thickness I/changes fans lag joints bend and if required threshold of mild steel angle etc.(a) Profile "A" with in all leads and lifts complete in all respect. ( Ref. to General Specification Section-I (6.1 to 6.8)

Providing and fixing glazed and paneled, glazed or paneled shutters for doors, windows & clerestory windows I/c bright finished/ black enameled iron butt hinges with necessary screws.(a) 40 mm thick 2nd class deodar wood with in all leads and lifts complete in all respect. ( Ref. to General Specification Section-I (3.6 to 3.14)

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. ( Ref. to General Specification Section-I (6.25 to 6.25.2)

15 mm thick cement plaster in single coat on rough side of brick/stone/concrete walls for interior plastering up to floor -2 level including arises, internal rounded angles, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with in all leads and lifts in C.M 1:6 ( 1 cement,6 sand ) ( Ref. to General Specification Section-I (6.25 to 6.25.2)

20 mm thick cement plaster in single coat on rough side of brick/stone/concrete walls for interior plastering up to floor -2 level including arises, internal rounded angles, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with in all leads and lifts in C.M 1:6 ( 1 cement,6 sand ) ( Ref. to General Specification Section-I (6.25 to 6.25.2)

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. ( Ref. to General Specification Section-I (6.0 to 6.1)

Providing plinth protection 50 mm thick in cement concrete 1:3:6 ( 1 cement, 3 sand, 6 graded stone aggregate 20 mm nominal size ) with in all leads and lifts complete in all respect. ( Ref. to General Specification Section-I (3 to 3.14)

Fittings and accessories

75Φ PN4.0/5.0/6.0/8.0 HDPE pipes ( Ref. to General Specification Section-I (21.5)

75Φ PN6 HDPE pipe end ( Ref. to General Specification Section-I (21.5)

75Φ PN6 HDPE 90⁰ bends ( Ref. to General Specification Section-I (21.5)

75Φ PN6 HDPE QC pump connector ( Ref. to General Specification Section-I (21.5)

Providing & fixing in position RCC pipe of following dia., class & length for outlets ( Ref. to General Specification Section-II (1 to 8.1)

RCC pipe of 900mm Φ NP2.0 ( Ref. to General Specification Section-II (1 to 1.8)

RCC pipe of 350mm Φ NP2.0 ( Ref. to General Specification Section-II (1 to 1.8)

Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I up to 300 mm dia.(i/c brass spindle & as per 2906-1984nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separately) ( Ref. to General Specification Section-II (1 to 1.8)

80 mm CI Sluice Valve ( Ref. to General Specification Section-II (1 to 1.8)

150 mm CI Sluice Valve ( Ref. to General Specification Section-II (1 to 1.8)

Steel work welded in built up sections, trusses & framed work, i/c cutting, hoisting & fixing in position & applying a priming coat of red paint :- In grating, framed ,guards ,bars,ladders ,railing ,brackets & similar works. ( Ref. to General Specification Section-I (4 to 4.3)

Miscellaneous for locking arrangements & other accessories as per direction and to the entire satisfaction of the Engineer-in-charge . ( Ref. to General Specification Section-I (7)

Providing and fixing cast iron manholes cover 500mm dia (Medium duty) with frame weight not less than 116Kg. (weight of frame 58kg and weight of cover 58kg). ( Ref. to General Specification Section-I (7)

Providing & fixing G.I. Pipe Light grade for inlet/outlet pipe/over flow pipe 150 mm dia ( Ref. to General Specification Section-I (10.00)

C/o chamber for sluice valve with CI surface box 100mm top diameters 160mm dia bottom and 180 mm dia inside with chained lid and R.C.C. top slab 1:2:4 mix( 1cement:2 approved sand :4 approved graded stone aggregate 20mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1cement : 5 approved sand :4 approved graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 approved sand) finished with a floating coat of neat cement including curing complete 600mm x 600mm x750mm inside size with 150mm thick wall of RCC 1:2:4 (1 cement :2 approved sand:4 graded stone aggregate 20mm nominal ( Ref. to General Specification Section-I (7)

Providing and fixing mosquito proof ventilator 400mm dia 300mm dia high as per the direction of Engineer in charge with in all leads and lifts.

Finishing wall with water proofing cement paint or approved brand and manufacture and of required shade on undecorated wall surface two coats to give an even shade after thoroughly brushing. The surface to removal all dirt, dust and removing of loose material. ( Ref. to General Specification Section-I (4.1 to 4.3)

White washing with lime on un-decorated wall surfaces ( two coats ) to give an even shade including thoroughly brooming the surface to remove all, dirt, dust, mortar and other foreign matters with in all leads and lifts complete in all respect. ( Ref. to General Specification Section-I (4.1 to 4.3)

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 thoroughly brushing the surface free from mortar and other foreign matters with in all leads and lifts complete in all respect. ( Ref. to General Specification Section-I (4.1 to 4.3)

Providing and fixing anodized aluminum sliding door bolts anodized colour and shade with nuts and screws complete in all respect. ( 300X16 ) ( Ref. to General Specification Section-I (3 to 3.5)

Providing and fixing aluminum tower bolts ( Barrel type ) anodized transparent or died to required shade with necessary screws complete in all respect. ( 200X10 ) ( Ref. to General Specification Section-I (3 to 3.5)

Providing and fixing aluminum handles anodised, transparent or died to required shade with necessary screws complete in all respect. ( 100 mm ) ( Ref. to General Specification Section-I (3 to 3.5)

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 cement 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. ( Ref. to General Specification Section-I (6.13 to 6.13.3)

Providing , laying, jointing with circumferential butt welded joints by electrical arc welding (welding thickness shall be equal to pipe wall thickness) and welding M.S. flanges at every 100 mtr pipes and testing of MSERW pipe of following dia meters confirming to BIS 3183-2007, steel grade L-415 & L- 210 (latest with up to date amendments) having wall thickness as specified below and capable of withstanding required test pressure in a random length of 5.5 to 6.5 meters, including manufacturing reducers/ tapers , all short pieces, etc. as per site requirement made from parent tubes . The laying of pipe shall also include flanged joints duly welded in three layers (two inner one outer), where ever required as per the directions of the Engineer-in-charge ( Earth work in trenches and the cost of providing flanges i/c nuts & bolts & gasket will be measured and paid for separately) and all operations such as cutting, welding, jointing, fabrication of tees i.e. lowering & laying in excavated Trenches to ensure required level i/c flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials ( if damaged during laying jointing operation of pipe) made from the parent tube , shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing , DP test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts. Note:- Negative Tolerance should not be more than +/- 3%. ( Ref. to General Specification Section-I (10)

1st STAGE G.I. pipe 125mm dia with wall thickness of 4.80 mm, (FT-17) RD 0 to 40 = 40 Rmt ( Ref. to General Specification Section-I (10)

2nd STAGE G.I. pipe 200mm dia with wall thickness of 4.80 mm, (FT-17) RD 0 to 900 = 900 Rmt ( Ref. to General Specification Section-I (10)

Providing MS flanges (In pairs) for the joints of G.I. pipes mentioned as below and same shall conform to BIS 6392-1971 ( latest with up to date amendments) including the cost of nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets conforming to relevant BIS standards and it shall also include carriage of materials within all leads and lifts complete in all respect to the best satisfaction and direction of Engineer in charge. ( Ref. to General Specification Section-II (1 to 1.8)

1st STAGE G.I. pipe 125mm dia with wall thickness of 4.80 mm, (FT-17) RD 0 to 40 = 40/100=01 Nos ( Ref. to General Specification Section-II (1 to 1.8)

2ndSTAGE G.I. pipe 200mm dia with wall thickness of 4.80 mm, (FT-17) RD 0 to 900 = 900/100=9 Nos ( Ref. to General Specification Section-II (1 to 1.8)

Providing Laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fittings ,Tees & bends of all degree and air valves and scour valves at necessary RD's wherever required in all leads and lifts to the entire satisfaction of Engineer-in-charge.(Earth work in trenches to be measured and paid separately) ( Ref. to General Specification Section-I (21.5)

PE-80 PN4 ( Ref. to General Specification Section-I (21.5)

90 mm ( Ref. to General Specification Section-I (21.5)

110 mm ( Ref. to General Specification Section-I (21.5)

140 mm ( Ref. to General Specification Section-I (21.5)

180 mm ( Ref. to General Specification Section-I (21.5)

PE-80 PN6 ( Ref. to General Specification Section-I (21.5)

90 mm ( Ref. to General Specification Section-I (21.5)

110 mm ( Ref. to General Specification Section-I (21.5)

Providing Laying, jointing and commissioning of PVC Control valve of reputed make in outlet chamber to control the water for distribution system in all leads and lifts to the entire satisfaction of Engineer-in-charge. ( Ref. to General Specification Section-I (11.3)

Everest E-Mag is full bore DC type electromagnetic flow meter. The meters are based on Faraday’s law of electromagnetic induction These flow meters accurately measure the flow rate of conductive liquid and slurries in closed pipe. Due to simple & rigid design the flow meters is an obstruction less &maintenance free instruction in place of conventional mechanical flow measuring device. The use of pulsed DC" technology offers highest ability & better measuring accuracy in the form of electrical single A-20m A DC linearly proportional to volumetric flow. ( Ref. to General Specification Section-I (11.3)

Everest CI flow meter flange type cold water class B woltman type conforming to IS:2378/81 NSn code 9028 75 mm dia ( Ref. to General Specification Section-I (11.3)

Everest CI flow meter flange type cold water class B woltman type conforming to IS:2378/81 NSn code 9028 80 mm diaProviding and Fixing 80 mm dia C.I control/sluice valve Kirloskar/Leader make as per direction and to the entire satisfaction of the Engineer-in-charge .

Submersible pumping Machinery

Supply of submersible pumping set of /KSB /Kalama/SU/Johnston/Cromption/BS make conforming to BIS; 8034-1976 latest suitable for lifting clear water (latest with up-to-date amendments) fitted with bronze impellers/suitable alloy directly coupled to squirrel case electric induction motor of same make as (manufacturer standard) conforming to BIS; 9283-1979 (latest with up-to-date amendments) and totally water proof for submersible duty, isolated from the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor including water level guard, erectimg clamps, manufacturer cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:- ( Ref. to General Specification Section-I (16 to 17.4)

2 Nos Sets of 7.50 HP. Total Head :-14.44 Mtrs Discharge required from each pump.:-6.91LPS No. of pump required :- 2.00Nos. Location of the site of installation of machinery. The site is located at a distance of 22.00 Kms from MarandaRailwaystation by road & 0.55 KM on head load.( for the installation of both machineries) The Altitude of installation:-The altitude of place is 550 mtrs above MSL Type of current. AC Three phase supply with Rate Voltage. 415+ 10% Type of water and its source:- Raw water from J/Well Characteristics of water:- Raw water a)Ambient Temperature dig.c:- 20 dig. C b)Turbidity NTU:- 10NTU c)Hardness260Mg/Ltrs(as CaCO3) d) PH 7.5 e)total solid Mg /Ltrs f)Other Depth of Sump Well :- 6.00 mtrs LWL in J/ well :- 645.00 mtrs. Dia of Bore Max. draw down Static water level in P/Well Center line level of Pump :- 645.00 mtrs Discharge level of highest point:- 655.00 mtrs Static head in Mrs :- 10.00 mtrs. Length of R/Main (Including Column Assembly):- 40.00 mtrs. Dia of Rising main :- 125.00MM No of working hours per day :- 20.00 Hours Limit of pump operation :- (-) 15 % (+) 10% of total head R.P.M. of pumping set :- 2900 RPM ( or to be specified by the tendered) Test run :- 8 Hours continuously for 7 days

Supply , Installation commissioning and testing of PLC based Master Controller Monitoring & operating panel for 1 no. Ultra Sonicnon contact sensors for 1 no UGSR 6 Nos. pump set with 6 nos. Automatic controlling of motorize valve to operate the water Supply system with Visual annunctian panel / screen with modulus corded Transmitter/ receiver until modern for GSM/GPRS /Internet/ Satellite based Network for future IGT extensions Monitoring of complete water supply system with wired command from controller for switching on & off of pump set as per the water level in UGSR along with wired control feedback from ultra Sonic sensor from UGSR and should be capable to over ride the system manually in case of Auto failure. The System should be backed up with inverter supply for delivery line motorize valve in case of power supply failure. The System will also have an HMI/Digital display for water level monitoring in ratio from 0% to 100 % in linear motion for OHT long with Visual information for the motorize valve and pump set status position it should be capable to send SMS for any fault information as per pre defined text or code for particular tripping which can be future interlinked with IOT System.

Supply , installation, testing and commissioning of Fully Automatic LT Panel for submersible pump made out of 16 Gauge sheet powder coated dust and vermin proof wall mounted and front opening door type switch board with copper insulated wiring suitable to operate 2 nos. pump automatically as per site requirement along with actuator sluice valve automatically as per design timing which can be acted as and when required one at a time or together as per requirement through PCL panel (CPRI approved , with 50 KA Short Circuit and IP-55 protection duly insulated with heat shrinkable sleeve as per colour, supported on epoxy insulator 01 set, common earth bus of 25mm x 4 mm at bottom inside panel board with two earth terminal outside panel board, cable alley cable gland with independent plate at bottom and complete panel board painted with powder coating in gray colour all as specified & directed, Make of panel Board: devil. aspl/ tricolite.

ICTP switch with HRC fuses L&T / Standard / Havells make & having capacity 30 % extra of the operational rating of motor as per BIS 4064-1978 with up to date amendments immediately after the power meter of HPSEB.

MCB /MCCB suitable capacity of L&T / Standard make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition) with neutral linked under voltage release.

Y-D starter 7.50 HP for submersible pump Make - L&T /Kilburn/ Abb/ Schneider.

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

Star delta timer.

Single phase preventer of reputed make Minillic / L & T / Standard make & Suitable capacity.

Automatic Phase Sequence Corrector with prevention against, phase reversal protection, under / over load protection Make Abb/ L&T / siemens.

Control MCB 6A -SP

On / Off indicator and push button

Control and power wiring

Power capacitor

Control terminal, Busbar, i.e. Bolt, insulator, etc.

LED 5 Watt.

Cooling fan 230 VAC

Hour Meter.

Supply, installation commissioning and testing of Pressure transmitter on the delivery side of pump having Analog output of 0 to 20 MA Make sasa

Supply, installation, commissioning and testing of Ultra Sonic not contact for level monitoring Make Schneider / Siemens / ABB.

Supply of Kirloskar/Kilburn/Forces/Gled/BHEL/Leader make cast steel (class ASA-150 ) double flanged actuated sluice valve having size one dia. Higher than pump size to delivery of pump and capable of withstanding nominal seat pressure of 21 kg/cm2 as per IS :780-1984 (Part I) .Note:- The C.I sluice valve shall conform to BIS 780-1984 for 50 to300 mm dia& BIS 2906-1984 for 350 to 1200 mm dia(latest addition)however If seat pressure exceeds the limits prescribed in above mentioned BIS. Than it shall be of Cast steel conforming to class ASA-150 for seat pressure upto10 kg/cm2 or class ASA-300 for seat pressure 52 kg/cm2 as BS 1414(API600)

Supply of Kirloskar/Kilburn/Forces/Gled/BHEL/Leader make cast iron double flanged (swing check type) reflux valve class PN-1.6 having bye pass arrangement ( to be provided on delivery side ) of size of one size higher than the delivery size of pump and shall be suitable for withstanding nominal seat pressure of 10 Kg/Cm 2 as per BIS 5312-1984 (Part-I )

Supply of Kirloskar/Kilburn/Forces/Gled/BHEL/Leader make cast iron class PN. 1.6 double flanged (swing check type) reflux valve having bye pass arrangement equal to dia of Rising main i.e. 250 mm shall be suitable for withstanding nominal seat pressure of 10 Kg/Cm 2 as per BIS 5312-1984 (Part-I )

Providing & laying PVC insulated joint less, flat water proof copper cable of Siemens/Finolex/Grandlay/Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date amendments 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 ofnon acceptance by HPSEB authorities it shall have to be replaced by the tendered free of cost.

On supply side of 3½ core copper cable 2.50mm^2 ( From HPSEB Meter to Switch &Starter).

On motor side 3 core flat joint less copper cable of size 2.50 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.

Supply & erecting of floor power shunt capacitor conforming to BIS 2834-1986 latest with up to date amendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including Standard/ L&T/Kilburn/Indo Asian make ICTP switches conforming to BIS 4064- 4064-1978 or latest with HRC fuses.

Supply of standard make 100 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 amendments.

P/Laying Column assembly of 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 withstanding the field 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. Column assembly =125 mm dia G.I. flanged pipe(medium grade) NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge

Erecting of all equipments i/c cost of tees, bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.

Pumping Machinery 2nd Stage

Supply of Centrifugal pumping set of /KSB /Kalama/SU/Johnston/Cromption/BS make conforming to BIS; 8034-1976 latest suitable for lifting clear water (latest with up-to-date amendments) fitted with bronze impellers/suitable alloy directly coupled to squirrel case electric induction motor of same make as (manufacturer standard) conforming to BIS; 9283-1979 (latest with up-to-date amendments) and totally water proof for submersible duty, isolated from the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor including water level guard, erecting clamps, manufacturer cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:- 2 Sets of 20 HP Total Head :- 90.09 Mtrs Discharge required from each pump :- 6.91 LPS No. of pump required :-2.00Nos. Section-I (16 to 17.4)

Location of the site of installation of machinery :- The site is located at a distance of 22.00 Kms from Maranda Railway station by road & 0.55 KM on head load.( for the installation of both machineries) The Altitude of installation :- The altitude of place is 650 mtrs above MSL Type of current:- AC Three phase supply with Rate Voltage :- 415+ 10% Type of water and its source :- Clear Water from Settlement tank Characteristics of water :- Clear water a)Ambient Temperature dig.c :- 20 dig. C b)Turbidity NTU :- 10NTU c)Hardness260Mg/Ltrs(as CaCO3) d) PH 7.5 e)total solid Mg /Ltrs f)Other Depth of Sump Well :- 6.00 mtrs LWL in Pump House :- 650.00 mtrs. Center line level of Pump :- 650.00 mtrs Discharge level of highest point :- 735.00 mtrs Static head in Mrs :- 85.00 mtrs. Length of R/Main :- 900.00 mtrs. Dia of Rising main :- 200.00MM No of working hours per day :- 20.00 Hours Limit of pump operation :- (-) 15 % (+) 10% of total head R.P.M. of pumping set :- 2900 RPM ( or to be specified by the tendered) Test run :- 8 Hours continuously for 7 days

Supply , Installation commissioning and testing of PLC based Master Controller Monitoring & operating panel for 1 no. Ultra Sonicnon contact sensors for 1 no UGSR 2 Nos. pump set with 2 nos. Automatic controlling of motorize valve to operate the water Supply system with Visual annunctian panel / screen with modbus corded Transmitter/ receiver until modern for GSM/GPRS /Internet/ Satellite based Network for future IGT extensions Monitoring of complete water supply system with wired command from controller for switching on & off of pump set as per the water level in UGSR along with wired control feedback from ultra Sonic sensor from UGSR and should be capable to over ride the system manually in case of Auto failure. The System should be backed up with inverter supply for delivery line motorize valve in case of power supply failure. The System will also have an HMI/Digital display for water level monitoring in ratio from 0% to 100 % in linear motion for OHT long with Visual information for the motorize valve and pump set status position it should be capable to send SMS for any fault information as per pre defined text or code for particular tripping which can be future interlinked with IOT System.

The panel shall be wall / Floor mounting and shall be of suitable size made of 2mm /1.6 mm CRCA sheet properly powdered coated. The make of PLC & Automation panel L&T / ABB/ Schneider (a)Colored touch screen display of 7" size of High intensity to design the graphics for Plant layout of over head / sump tanks, water level indication with flashing mimic, delivery valve open / Close condition and pump set ON/OFF running graphical Mimi . (b) GPRS /RF option for remote monitoring of complete water supply. (c) Single / reverse phasing over / Under voltage (OV/UV ) , Unbalance voltage (UBV), Short circuit (SC), Over Load (OL), & Pump set dry running protection & alarming the fault through SMS to 5 mobile numbers . (d) Provision of automatic chlorine pump operation. (e) Opening and closing of delivery line motorize valves. (f) Phase indicators R, 1Set (g) Pump On/ Off indicator ,3Set (h)Delivery Line Open / Close indication, 1 Set (i) Over Head tank full / Empty indication ,1 Set

Supply , installation, testing and commissioning of Fully Automatic LT Panel for submersible pump made out of 16 Gauge sheet powder coated dust and vermin proof wall mounted and front opening door type switch board with copper insulated wiring suitable to operate 2 nos. pump automatically as per site requirement along with actuator sluice valve automatically as per design timing which can be acted as and when required one at a time or together as per requirement through PCL panel (CPRI approved , with 50 KA Short Circuit and IP-55 protection duly insulated with heat shrinkable sleeve as per colour, supported on epoxy insulator 01 set, common earth bus of 25mm x 4 mm at bottom inside panel board with two earth terminal outside panel board, cable alley cable gland with independent plate at bottom and complete panel board painted with powder coating in gray colour all as specified & directed, Make of panel Board: dvepl. aspl/ tricolite.

ICTP switch with HRC fuses L&T / Standard / Havells make & having capacity 30 % extra of the operational rating of motor as per BIS 4064-1978 with up to date amendments immediately after the power meter of HPSEB.

MCB /MCCB suitable capacity of L&T / Standard make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition) with neutral linked under voltage release.

Y-D starter 7.50 HP for submersible pump Make - L&T /Kilburn/ Abb/ Schneider.

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

Star delta timer.

Single phase preventer of reputed make Minillic / L & T / Standard make & Suitable capacity.

Automatic Phase Sequence Corrector with prevention against, phase reversal protection, under / over load protection Make Abb/ L&T / siemens.

Control MCB 6A -SP

On / Off indicator and push button

Control and power wiring

Power capacitor

Control terminal, Busbar, i.e. Bolt, insulator, etc.

LED 5 Watt.

Cooling fan 230 VAC

Hour Meter.

Supply, installation commissioning and testing of Pressure transmitter on the delivery side of pump having Analog output of 0 to 20 MA Make sasa

Supply, installation, commissioning and testing of Ultra Sonic not contact for level monitoring Make Schneider / Siemens / ABB.

Supply of Kirloskar/Kilburn/Fources/Gled/BHEL/Leader make cast steel (class ASA-150 ) double flanged actuated sluice valve having size one dia. Higher than pump size to delivery of pump and capable of withstanding nominal seat pressure of 21 kg/cm2 as per IS :780-1984 (Part I) .Note:- The C.I sluice valve shall conform to BIS 780-1984 for 50 to300 mm dia& BIS 2906-1984 for 350 to 1200 mm dia(latest addition)however If seat pressure exceeds the limits prescribed in above mentioned BIS.Than it shall be of Cast steel conforming to class ASA-150 for seat pressure upto10 kg/cm2 or class ASA-300 for seat pressure 52 kg/cm2 as BS 1414(API600)

Supply of Kirloskar/Kilburn/Fources/Gled/BHEL/Leader make cast iron double flanged (swing check type) reflux valve class PN-1.6 having bye pass arrangement ( to be provided on delivery side ) of size of one size higher than the delivery size of pump and shall be suitable for withstanding nominal seat pressure of 10 Kg/Cm 2 as per BIS 5312-1984 (Part-I )

Supply of Kirloskar/Kilburn/Fources/Gled/BHEL/Leader make cast iron class PN. 1.6 double flanged (swing check type) reflux valve having bye pass arrangement equal to dia of Rising main i.e 250 mm shall be suitable for withstanding nominal seat pressure of 10 Kg/Cm 2 as per BIS 5312-1984 (Part-I )

On supply side of 3½ core copper cable 2.50mm^2 ( From HPSEB Meter to Switch &Starter).

On motor side 3 core flat joint less copper cable of size 2.50 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.

Supply & erecting of floor power shunt capacitor conforming to BIS 2834-1986 latest with up to date amendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including Standard/ L&T/Kilburn/Indo Asian make ICTP switches conforming to BIS 4064- 4064-1978 or latest with HRC fuses.

Supply of standard make 100 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 amendments.

P/Laying Column assembly of 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. Column assembly =125 mm diaG.I.flanged pipe(medium grade) NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge

Errection of all equipments i/c cost of tees, bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.

Providing Automation of entire system which comprises of 2 Nos. Submersible pump sets of 7.50 HP each in sump well and 2 Nos. Centrifugal pump sets of 20 HP each and main SCADA to be operated from the automation room at Lahat Pump house for entire scheme. Electromagnetic flow meters of approved make shall be provided at each storage reservoir outlets and its output in the shape of total quantum of water delivered in a hour, day and month shall be generated at main control stations . GSM based devices shall be installed at each tank location, which shall send massages through SCADA station at remote access locations at main control rooms ( Parour&Gharoon). This data transmission system at each tank consists of field instruments for providing digital and analog signals to data transfer module. This module will have a communication to web data transfer system module communication. The PLC station will have control station with programmable graphic process, mimics, real time and historical trending face plate and group display, alarm management and report with Laser Jet printers and required furniture. At each tank locations controlling devices shall be installed with water meter sensors, flow transmitters, level transmitters in each tank. Installation of hardware along with commissioning/ programming as per user requirement shall be done. The firm has to submit detailed automation proposal incorporating all the hardware involved owing to above mentioned scope in the technical bid. The detailed automation proposal shall be got approved by the firm from CE Dharamshala. Firm has to incorporate all the inputs and outputs suggested by the department in the SCADA. The makes of Sluice valves shall be Kirloskar/Leader/KSB. The makes for Electrical actuators for automatic valves shall be Marsh/Auma/Rotex. The make for PLC shall be Siemens/Allen Bradly. The makes for Ultra Sonic level sensors shall be ABB/Siemens/E&H/Fobes Marshal. The makes for EM Flow meters shall be of Krohne Marshall/Siemens/ABB/SBEM/George Fishers/E&H.Toautomised the entire scheme up to junction points of all storage tanks for Electrical & Instrumentation works (Decision for finalization of proposal lies with the department without assigning any reason).( Ref. Miscellaneous Specificatio Section- IV ( 7.0 to 7.3)

Wire crate of G.I.wire filled with boulders with against the wire ( Boulder filling to be measured and paid for separately ) G.I.wire 5mm thick corresponding to SWG-6 (15cm x 15cm) ( Ref. Miscellaneous Specificatio Section- IV ( 10.0 to 10.8)

Providing & fixing manually operated MS Intake gate provided for opening and closing of intake chamber with proper pulley and rope arrangement for proper operation and handing of gate as per the approved design and specifications provided by the department. ( Ref. Miscellaneous Specificatio Section- IV ( 4.0 to 4.9)

Providing & fixing M.S Inclined screen for screening of sludge and other heavy waste in river out of water and guide water clear water to the intake chamber. The MS inclined screen should be placedat an angle of 45 degree with respect to base slab. The screen should be capable of withstanding the flood of the river during monsoon season and should follow the design approved by the department ( Ref. Miscellaneous Specificatio Section- IV ( 4.0 to 4.9)

Providing and fixing 80mm dia double flanged puddle collar for conection with R.C.C.walls

HARJEET SINGH

Unipro Techno Infrastructure Pvt Ltd