Detailed survey DD RCC Intake Well-Cum-Pump House RCC Gang Way 2.10 MLD Capacity WTP ESR 01 2.55 Lac Ltr cap 22 M Stg ESR 02 3.00 Lac Ltr Cap 20 M Stg Staff Quarter RW CW CPW AR HC and 05 Yr O and M Dharampur RPWSS On Turnkey Basis

Amount

Intake Well With Pump House

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand construction of R.C.C Intake well 5 M Dia and 7.98 M Depth Excluding 5 M Height of Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Earthwork in excavation of foundation trenches of toe wall spillway head regulator, outlet intake well etc. as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the edge of the tranches) with in initial lead of 150 M and intial lift of 1.5 M as per specification and direction of E/I.

Intial Lift

Earthwork in excavation of foundation trenches of toe wall ,spillway ,head regular or intake well and outlet etc. as per designed section in ordinary rock or soft rock (Vide classification of soil item-c) with disposal soil (beyond 50 M from the edge of the trenches) with initial lead of 150 m.and lift of 1.5 M as per specification and direction of E/I (soft rock where blasting is required and approved by the concerned Chief Engineer)

Initial lift

Earthwork in excavation of foundation trenches of toe wall ,spillway ,head regular or intake well and outlet etc. as per designed section in hard rockwhere blasting is needed and stacking properly in approved stack size in approved stack yard (beyond 50 m from the edge of the trenches in the country side ) with initial lead of 150 m.and lift of 1.5 M as per specification and direction of E/I (Excavated hard rock size should not be more than lb)

initial lift

1st lift

2nd lift

Plain cement concrete in well. Foundation complete as per drawing & technical specification. Well staining PCC M-15 Grade. (as per RCD 12.8 A)

Plain cement concrete in Well Foundatin complete as per drawing and technical specifications. Well staining PCC M15 Grade

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification. Well steining RCC M30 Grade. Case I- Using concrete mixer Vertical wall of Intake well

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25 . Using Concrete Mixer , For T-beam & slab, 25-35% of (a+b+c) Height above 10m M-250

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25 . Using Concrete Mixer , For T-beam & slab, 25-35% of (a+b+c) Height above 10m M-250

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25 . Using Concrete Mixer , For T-beam & slab, 25-35% of (a+b+c) Height above 10m M-250

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25 . Using Concrete Mixer , For T-beam & slab, 25-35% of (a+b+c) Height above 10m M-250 Band at lintel level + roof level

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25 . Using Concrete Mixer , For T-beam & slab, 25-35% of (a+b+c) Height above 10m M-250

Providing average 63 mm thick R.C.C.M- 250 with nominal mix of in chajja with approved quality of stone chips 20 mm. to 6 mm. size graded and clean coarse sand of F.M. 2.5 to 3 including making drip course in concrete, screening, c e n t e r i n g , s h u t t e r i n g , a n d mixing cement concrete in mixer and placing in position, vibrating, striking, 6 mm . cement plaster (1:4) in ceiling and sides of chajja with sand of F.M. 1.5, curing (but excluding the cost of reinforcement), taxes, and royalty all complete as per building and direction of E/I. specification

Providing Tor steel reinforcement of 10mm, 12mm and 16mm dia bare as per approved design and drawing excluding carriage of MS bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete job as per specification a n d directionof E/I. In well staining wall, beams and columns, foundation 1.4% of concrete quantity

Providing designation 75 A brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening , materials, scaffolding, raking out joints to 15 mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.

Supplying, fitting and fixing fully glazed steel door, windows or ventilations of standard rolled Z and mullion steel sections and size as per IS-1038 joints met and welded with 100 x 16 x 3 mm M.S. lugs fixed in cement concrete (1:2:4) blocks 15 x 10 x 10cm, size including cost of oxidised iron fittings, with hinges, handle per steps, catch springs, 3mm thick plain glass panes with Aluminium beads and inner frame fixed with lugs with 20 mm long 6.3mm G.I. counter sunk machine screw and nuts and applying a coat of red lead paint carriage to work site hoisting and placing in position in all storys and taxes all complete as per building specification and direction of E/I.

Supplying and fixing rolling of approved size and make made of required size m.s laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to I.S 4454 Part I and M.S top cover of required thickness for rolling shutters

Ball Bearing For Rolling Shutter

Providing 12 mm. Thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Providing 12 mm thick water proof cement plaster (1:3) with clean coarse sand of FM 1.5 with 5 % cico or any other water proofing compound including screening curing, with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Providing 6mm. Thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Providing two coat of snowcem of approved shade and make over a coat of cement of primer on new surface including preparing the plasterded surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I.

Providing two coats of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direction of E/I.

Providing R.S. Joist 450x150 mm size fitting and fixing in position including cutting to required in shape and size, its carriage applying a primer coat of red lead paint etc all complete as per building specification and direction of E/I. (Below roof slab for base of V.T.pump) ( As per 3(c)

Supplying laying fitting and fixing 25mm dia G.I pipes of medium class railing well lengths of approved make is three rows each passing through 50x50x6 mm thick M.S angle at 1.5mm C/C and additonal post of every snowcem add painting 3 coats full paint over. One coat of aaticornssive paintg of approved colcurs add shade including cost of all labour, transporting, beats to curve shape etc. all complete job.

Prov. & fixing M.S Sluice gate in position do-do (as per MJP 2019 item 12, page 224)

Prov. & fixing M.S rose piece in intake well do-do (as per MJP 2019 item 13, page 224)

Providing and fixing in position C.I type dapuri steps of 22 mm dia M.S bar steps with proper anchorage etc and providing and applying 3 coats of corrosive paints etc complete as directed by E/I

Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading ,unloading transportation are complete

Cement 30 KM lead

Steel 30 KM lead

Bricks 10 KM lead

Sand 10 KM lead

Stone/Stone Chips 30 KM lead

Construction of Gangway 50 m Long and 3.0 Width

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of RCC Gangay . etc. all complete job.(Please refer to Section 5,Sl. 2.2 of SBD)

Earthwork in excavation of foundation trenches of toe wall spillway head regulator, outlet intake well etc. as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the edge of the tranches) with in initial lead of 150 M and intial lift of 1.5 M as per specification and direction of E/I.

Initial Lift

Earthwork in excavation of foundation trenches of toe wall ,spillway ,head regular or intake well and outlet etc. as per designed section in ordinary rock or soft rock (Vide classification of soil item-c) with disposal soil (beyond 50 M from the edge of the trenches) with initial lead of 150 m.and lift of 1.5 M as per specification and direction of E/I (soft rock where blasting is required and approved by the concerned Chief Engineer)

1st Lift

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification. Well steining RCC M30 Grade. Case I- Using concrete mixer In Raft foundation

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M 30 .Case I - Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m For columns

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M 25 .Case I - Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height above 10m Bracing In Gangway floor beam

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M 25 .Case I - Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height above 10m Gangway Slab

Providing Tor steel reinforcement of 10mm, 12mm and 16mm dia bare as per approved design and drawing excluding carriage of MS bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete job as per specification a n d directionof E/I.

Providing 12 mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water ,scaffolding taxes and royalty all complete as per building specification & direction Of E/I.

Providing 6 mm. Thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water ,scaffolding taxes and royalty all complete as per building specification & direction Of E/I.

Providing &Fixing G.I Pipe Railling having 1.0 m height consisting 50 x 50 x 6 mm thick M.S Angles as verticals at 1.5M c/c , and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal & painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour & shade including cost of all labour, transporting bends to curved shape, etc. complete.

Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing plastered surface the smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I.

Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading ,unloading transportation are complete

Cement 30 KM lead

Steel 30 KM lead

Sand 10 KM lead

Stone/Stone Chips 30 KM lead

Coffer Dam & Dewatering

Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semimpervious materials on both side of B.C. soil (in gunny bags if required) including ramming , compacting to satifaction of Engineer-in-charge, till the completion of work including dismantling coffer dam after completion of works and disposing off material as directed by the Engineer-in-charge.

For Intake Well

For Gangway

Dewatering the excavated trenches and pools of water in the building trenches/pipeline trenches, well works by using pumps and other devices including disposing off water to safe distanceas directed by Engineer - in-charge( including cost of machinery, labour, fuel) etc. complete

For Intake Well

For Gangway

Raw Water Pumping Machinery & Allied works at Intake well Pumping Station

Doing survey, Collecting field data, designing, getting it approved by competent authority and Raw water pumping Machinery discharge of 650 LPM against a total head of 60 M (1W +1S) with all complete job (Please refer to Section 5,Sl. 2.4 of SBD for detailed specification )

Raw water Pumpsets : Supplying, installing & commissioning of water lubricated, Radial/ Mixed flow, Vertical Turbine Pump for rated discharge against the total rated head of Kirloskar/ WPIL/ Mather & Platt make confirming to IS: 1710/1972 or latest, consisting of bowl assembly dynamically balanced bronze impellers, stainless steel pumpshaft and line shaft of 5m flanged column assembllies of 1.5m length and with 9mm thick MS fabricated column assembly, with strainers, prelubrication tank, Non reverse ratchet coupling, pressure gauge, Suitable size of NR valves, Sluice valves, Butterfly Valve with dismantling joint. Including Piping work for Delivery/ Suction line, common header, etc. coupled with TEFC & IE3 rated squirrel cage Induction Motor having 20% more BHP than that of pump, of Kirloskar/ ABB/CGL/Marthon make confirming to IS: 325 & IS: 12615, operating on 415 V, 3 Phase, 50 C/S, A.C Supply having speed 1500 rpm all complete as per standard specification and direction of E/I. including base plate ,common header all type of piping work pcc foundation etc. all complete as per site requirement . Discharge =1450 Lpm, Head = 20 m (1W + 1S )

FASD STARTER : Supplying and errecting, assembled fully automatic star delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380 to 440 volts, 3 phase, 50 Hz with no volt coil, overload relay and ON OFF push buttons with necessary materials and connected to supply etc. all complete.

Power Distribution Panel : Supply, Installation and Commissioning of Power control cum distribution cubical panel board (LT Panel), made of 2 mm thick, MS sheet of suitable size, dust and vermin proof consisting of following accessories.

a) Incoming feeder- 100 A TPN 415V MCCB with thermal release range, adjustable and breaking capacity with rotary operating mechanism handle of make L&T/ SIEMENS/ Schneider- 1no.

b) Outgoing feeder- 63A TP 415V MCCB having thermal release range, adjustable and breaking capacity with rotary operating mechanism handle of make L&T/SIEMENS/ Schneider- 2no. and 1no. Spare feeder.

c) Bus Bar- 4 pole 250A 415V copper strip bus bar enclosed in MS sheet, etc. all complete job- 1no.

f) Indicating lamp LED - L&T/SIEMENS make in Red, Yellow and Green colour- 1set.

g) 32A & 63A MCB and 100A MCCB for light load & other loads of L&T/SIEMENS/ Schneider make- 2nos each.

h) APFC panel with required and Suitable capacitor banks in standards stages with reactor coils for raising PF from 0.80 to 0.98, Including motor control relays, earth fault relay, over/leakage current relay, etc. with all other safety relays.

Panel should be duly painted with two coats super enameled paint of approved colour one coat of red oxide primer and including internally wired with suitable size of copper control wire/cable, etc. all complete.

Cables : Supplying , laying and suitably terminating both ends with following cables:-

(a) Cost of 50 Sq.M.M. x 3 core XLPE Aluminum armoured 1.1 KV grade cable including laying on cable tray along gangway from Transformer to LT Panel in the Intakewell pump house.

(b) Cost of 6 Sq.M.M. x 3.0 core XLPE 1.1 KV grade solid/ stranded armoured copper conductor with 6 mm thick cable including laying on wall/floor from LT Panel to Starter & Motors.

Lifting Equipment : - Supplying & eteting 3 Ton triple spur gear type chain pulley block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift tested to 50% over load as per IS 3832 Carrying ISI mark with travelling trolley etc. 3 Tonne Capacity.

Lighting : Supplying and doing electrical wiring and internal and external lighting i.e. lighting of gangway and ESS for Raw water plant with LED luminaries as required and as per direction of E/I.

Supplying installation & erecting of fire extingusher (2nos.) first aid box (2 nos.) lighting arrester for pump house rubber matting for electrical equipements (2nos.) tools & tackles, etc complete.

Earthing : Providing & erecting earthing for each motors with suitable Copper strip, Copper earth plate, GI pipe, charcoal, salt, etc. all complete as per IE Rule & IS 3043.

Raw Water Rising Main

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Laying of Raw water Rising Main (Please refer to Section 5,Sl. 3.1 of SBD)

Earth Work in excavation (As per I.S. 3114/1965) for laying of Different types and size of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and life asper specification and direction of Engineer in-charge (b) For classification of soil item -B

Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 150 m and initial lift of 1.5 m as per specification amnd direction of E/I.

Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge (for classification of Soil item A & B)

Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-7 suitable for push on joint (Rubber gasket jointing) with cement mortar lining on inside surface and out side zinc coating with bituminous paint including all other taxes insurance including inspection charges and all complete ., 200 MM DI K-9

Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including ED, CST, all taxes, etc. coplete as per I.S. 9523 .

Supplying labours, tools , tackles, lubricant etc for laying and jointing DI / C.I.S/S Tyton pipes (class LA) trenches supplying ( confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard ,barrier and red light to safe guard against accident ,all complete and laying of pipes is to be done as per (I.S.S.3114-1985) as per design ,specification and direction of E./I. Without rubber gasket . 200 MM DI K-9

Supplying Labour ,tools and tackles for testing of laid C.I / DI or U.P.V.C or H.D.P.E or A.C pressure pipe up to 60 meter head of water all complete as per specification andection of E/I

Labour charge for one cutting of C.I/ D.I and specials including suppying supplying , necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I

Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete . (without bypass) with E.D PN 1.6 With 10 % CP

Supplying Labour and tools for fixing C.I. sluice valve in trenches with a pair of C.I. Tail piece including making lead caulked joints and flanged joints as per I.S.S. specification,including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587– 1972 and nuts and bolts confirming to I.S.S.1364 –1983) including drilling holes in flanges if required as per specification and direction of E/I.

Providing and supplying air valves as per I.S. - 14845-2000 and M J P’s standard specifications double orifice type combined with isolating sluice valve, mounted in horizontal position and operated by wheel gearing, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seting on moulded seat ring, inlet face and drilled, including all taxes (central and local), insurance, third party inspection charges, loading, unloading, transportation upto departmental storer/ site, etc. complete . (Single Ball Flanged Type Air Valve P.N 1.6 Dia-40 mm (From 100mm to 200 mm )

Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer –in–charge including cost of conveyance from store to site of work, cost of all material and giving satisfactory hydraulic testing etc. complete. (Single Ball Flanged Type Air Valve P.N 1.6 Dia-40 mm (From 100mm to 200 mm )

Supply all materials & construction of Thrust Block where required.

Construction of B .W . masonry valve chamber.

Water Treatment Plant (W.T.P.)

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and necessary equipment for designing & construction of Unconventional WTP of 2.10 MLD capacity. With all complete job. (Please refer to Section 5,Sl. 2.3 of SBD)

Designing (aesthetically), providing and constructing high rate Unconventional Water Treatment Plant i.e. Simplified water Treatment plants consisting of civil, mechanical and electrical works, including cost of providing and applying Epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti termite treatment to entire structure below ground level, Mechanical and Electricals components of various sub works as given below, including necessary hydraulic testing, structural testing, equipment testing and trial run for aperiod of 3 months, etc. complete as directed by Engineer-in-charge.(turn -key job)

Unconventional WTP of 2.10 MLD capacity.

Clear Water Pumping Machinery & Allied works at WTP Pumping Station

Doing survey, Collecting field data, designing, getting it approved by competent authority and Clear water pumping Machinery with all complete job (Please refer to Section 5,Sl. 2.4 of SBD for detailed specification )

Clear water Pumpsets : Supplying, installation & commissioning of water lubricated, Horizontal spit casing/Multistage centrifugal pump [make: Kirloskar / WPIL / Mather & Platt ] as per IS: 5120, capable for required discharge against total head coupled with energy efficient TEFC & IE3 squirrel cage induction motor conforming to IS: 325 & IS: 12615, operating on 415 V, 3 Phase, 50 C/S, A.C Supply having speed 1500 rpm having IE3 rating [make: Kirloskar / ABB / Marathon / CGL] with a suitable Type coupling (UNIQUE make) and mounted on a common M.S.fabricated Base plate including construction of foundation, erection and doing alignment ,with pressure gauge, Suitable size of NR valves, Sluice valves, Butterfly Valve & foot valve and stainer, Piping work for Suction & Delivery line, common header & other piping works, standard fittings all complete as per site requirement and direction of E/I.WTP :- Discharge = 1450 LPM, Head = 100 m (1W + 1S )

FASD STARTER : Supplying and errecting, assembled fully automatic star delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380 to 440 volts, 3 phase, 50 Hz with no volt coil, overload relay and ON OFF push buttons with necessary materials and connected to supply etc. all complete.

Power Distribution Panel : Supply, Installation and Commissioning of Power control cum distribution cubical panel board (LT Panel), made of 2 mm thick, MS sheet of suitable size, dust and vermin proof consisting of following accessories.

a) Incoming feeder- 400 A TPN 415V MCCB with thermal release range, adjustable and breaking capacity with rotary operating mechanism handle of make L&T/ SIEMENS/ 1no.

b) Outgoing feeder- 2 nos. 160A TP 415V MCCB having thermal release range, adjustable and breaking capacity with rotary operating mechanism handle of make L&T/SIEMENS/ Schneider- with 3no. Spare feeder each.

c) Bus Bar- 4 pole 400A 415V copper strip bus bar enclosed in MS sheet, etc. all complete job- 1no.

f) Indicating lamp LED - L&T/SIEMENS make in Red, Yellow and Green colour- 1set.

g) 32A MCB, 63A MCCB for light load, WTP and other utility loads of L&T/SIEMENS/ Schneider make- 2no each.

h) APFC panel with required and Suitable capacitor banks in standards stages with reactor coils for raising PF from 0.96 to 0.98, Including motor control relays, earth fault relay, over/leakage current relay, etc. with all other safety relays.

Panel should be duly painted with two coats super enameled paint of approved colour one coat of red oxide primer and including internally wired with suitable size of copper control wire/cable, etc. all complete.

Cables : Supplying , laying and suitably terminating both ends with following cables:-

(a) Cost of 240 Sq.M.M. x 3 core XLPE Aluminum armoured 1.1 KV grade cable including laying on cable tray from Transformer to LT Panel in the WTP pump house with suitable number of runs.

(b) Cost of 25 Sq.M.M. x 3.0 core XLPE 1.1 KV grade solid/ stranded unarmoured copper conductor with 6 mm thick cable including laying on wall/floor from LT Panel to Starter & Motors.

Earthing : Providing & erecting earthing for each motors with suitable Copper strip, Copper earth plate, GI pipe, charcoal, salt, etc. all complete as per IE Rule.

Supplying installation & erecting of fire extingusher (2nos.) first aid box (2 nos.) lighting arrester for pump house rubber matting for electrical equipements (2nos.) tools & tackles, etc complete.

Boundary wall with Gate (492.2 RMT) including 3 Nos. Gate

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall for WTP , ESR , etc. all complete job.(Please refer to Section 5,Sl. 2.9 of SBD)

Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I

Providing coarse clean sand in filling in fundation trenches or in plinth including ramming and watering in layers not exceeding 15mm thick with all leads and lifts includiing cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I.

Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I.

Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening,(excluding shutterin),mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.

Centering and Shuttering

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.

Centering and Shuttering

Providing RCC M-200 with nominal mix of (1:1.5:3) in stiffeners with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I.

Centering and Shuttering

Providing RCC M-200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall

Centering and Shuttering

Providing RCC M-200 with nominal mix of (1:1.5:3) in band at lintel level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall

Centering and Shuttering

Providing designation 75 A brick work in CM (1:6) in super structure with approved quality of clean coarse sand of FM 2 to 2.5 including, providing 10mm thick mortar joints cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing 12mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specification and direction of E/I.

Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification & direction of E/I. Qnty. Same as Item no.13

Providing Tor steel reinforcement of 10 mm ,12 mm , &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site , cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , Placing the rods in position all complete as per building specification and direction of E/I .

Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I

Supplying fitting & Fixing M.S. grill gate with M.S. grills made 20x6mm M.S. flat or 16mm M.S. square bars fitted 25x25x6 mm M.S. angle frame of size 60x60x6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C (1:2:4) blocks of required size, applying a priming red lead paint over steel work , taxes all complete as per drawing specification and direction of E/I.

Providing two coat of painting with ready mixed paint of approved shade and make over steel surface

Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.

Cement 30 KM lead

Steel 30 KM lead

Sand 10 KM lead

Bricks 10 KM lead

Stone/Stone Chips 30 KM lead

Staff Quarters

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Provision of twin type Staff Quarter etc. all complete job.(Please refer to Section 5,Sl. 2.6 B of SBD) - 1 Unit

E/W in excavation in foundation renches in ordinary soil (vide classification of soil i t e m - A) and disposal of excavated earth obtained to a distance upto 50 M including all lift leveling, ramming the foundation trenches removing roots of trees,shurbs all complete as per approved design,building specification and direction of E/I.

Providing coarse clean sand in filling in fundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts includiing cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume)

Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.

PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nomial mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) plain / Rainforced cement concrete in open foundation complete as per drawing and technical specifications..

Providing designation 75 A brick work in CM (1:6) in Foundation and plinth with approved quality of clean coarse sand of FM 2 to 2.5 including, providing 10mm thick mortar joints cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing 25 mm thick damp proof coarse with cement concrete M-150 with nominal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand of F.M.2.5 to 3 including screening, shuttering, mixing cement concrete in mixer with 5 % cico or any other approved water proofing compound and placing in position, striking, curing, taxes & royalty all complete as per building specification & direction of E/I

Providing designation 75 A brick work in CM (1:6) in super structure with approved quality of clean coarse sand of FM 2 to 2.5 including, providing 10mm thick mortar joints cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing R.C.C.M - 200 with nominal mix of (1:1.5:4) in lintel with approved quality of stone chips 20 mm to 6 mm. size graded & clean coarse sand of F.M. 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer & placing in position vibrating, striking, curing (but excluding the cost of reinforcement), taxes & royalty all complete, as per building specification and direction of E/I.

Providing average 63 mm thick R.C.C.M-200 with nominal mix of (1:1.5:3) chajja with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including making drip course in concrete, screening , centering, shuttering & mixing cement concrete in mixer & placing in position vibrating, striking, 6 mm cement plaster (1:4) in ceiling & sides of chajja with and of F.M. 1.5, curing (but excluding the cost of reinforcement ) taxes and royalty all complete as per building specification of E/I.

Providing R.C.C. M-200 with nominal mix of (1:1:5:3) in roof slab with approved quality of stone chips 20 mm to 6 mm size Graded & clean coarse sand of FM 2.5 to 3 including screening,centering, shuttering ,mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes & royalty all complete as per building specification & direction of the E/I.

Supplying, fitting & fixing good quality, well dressed & well seasoned sal wood work in chaukhat in doors, windows, skylights, fanlights and C/W celestial windows openings, including wedge over all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls & lintels all complete as per building specification & direction of the E/I.

Supplying fitting and fixing 250 x 20 x 6 mm L-type M.S. Clamp properly fish tailed, including making holes and setting the same in 375 x 125 x75 mm cement concrete block (1:2:4) with cost of all labour and materials and taxes as per building specification and direction of E/I .

Supplying fitting & fixing 38 mm thick good quality well dressed and well seasoned Sal wood battened shutter ledged & braced in doors and windows with oxidized iron fitting such as hinges, sliding door bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand block as per schedule, taxes & royalty all complete as per building specification& direction of Engineer –in- Charge

Supplying, fitting & fixing M.S. Grill made of 20 x 6 cmm M.S. Flat as per approved design & drawing properly fabricated with Joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per the building specification and direction of E/I. (where materials is not supplied by the Deptt.)

Rainforced cement concrete approach slab including rainforcement and formwork complete as per drawing and technical specification.

Providing and fixing fan hook of16 mm dia M.S. bar 1 meter long bent to required size and shape, placed in position and fixing in R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/I. (where material is not supplied by Deptt.).

Supplying,fitting and fixing M.S. grill gate with M.S. grills made of 20 x 6 mm M.S. flats or 16 mm .M.S.square bars fitted on 25x 25x6mm. M.S. Angle frame of size 60x60x6mm including cost off abrication,providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size,applying priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. (when steel is not supplied by the Deptt.)

Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding, taxes & royalty all complete as per building specification & direction of E/I.

Providing 12mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specification and direction of E/I.

Providing 12 mm.cement plaster (1:3) with clean coarse sand of F.M.1.5 including screening, curing with all leads &lifts of water,scaffolding, taxes and royalty all complete as per building specification & direction of E/I.

Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches with a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (mode of measurement compacted volume)

Providing average 150 mm thick dry rammed khoa beaten to 112 mm. (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing & carriage of water with all leads, making proper slope & blending the top with cement mortar (1:10) all complete as per building specification & direction of E/I.

Providing 25 mm thick first class patent stone flooring (1:2:4) with stone chips in two layers, bottom layer 19 mm thick (1:2:4) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips, in panels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes & royalty with all complete as per building specification & direction of E/I.

Providing designation 75 A brick on edge flooring in cement mortar (1:4) with top surface flush pointed in cement mortar (1:4) with approved quality of sand including the cost of curing, taxes, royalty all complete as per building specification and direction of E/I.

Providing two coats of snowcem over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke and mosh marks with jhama rubbing, scaffolding, washing, of floors and taxes all complete as per building specification and direction of E/I.

Colour washing two coats over a coat of white wash over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke & mosh marks with jhama rubbing, scaffolding, washing, of floor and taxes all complete as per building specification and direction of E/I.

Providing two coats of painting with ready mixed paint over a coat of primer of approved shade and make over new wooden surface including preparing the surface after cleaning, removing dirt, scales, smokes, grease and sand papering, including cost of scaffolding and taxes all complete as per building specification & direction of E/I.

Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales, smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (mode of measurement area shall be multiplied by the coefficient as indicated in building specification).

Providing two coats of painting with ready mixed paint of approved shade & make over steel surface including cleaning the surface thoroughly ,scaffolding & taxes all complete as per building specification & direction of E/I.

Providing tor steeL reinforcement of 10 mm, 12 mm and 16 mm dia bars as per approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending, and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as perbuilding specification & direction of E/I.

Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit,loading ,unloading , transportation, etc. all complete.

Cement 30 KM lead

Steel 30 KM lead

Sand 10 KM lead

Stone chips 30 KM lead

Bricks 10 KM lead

Stone metal 30 KM lead

(B) Water Supply and Sanitation Installation (Plumbing Work) -

Supplying and laying GI pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes in size and threading ends where necessary including carriage of materials up to work site etc. all complete as per specification and direction of E/I.

i) 25mm GI. Pipe.

ii) 15 mm GI. Pipe.

Supplying materials and labours for fixing GI Pipes with red lead paints and yarn with screwed and sockted joints on wall, celling and floor including supplying of wall hooks of pipe clamp, wooden plugs, cutting pipe to size and threading ends where necessary all complete as per specification and direction of E/I.

i) 15 mm GI. Pipe

Supplying, fitting and fixing of GM ferrule of approved make in DI/CI main including drilling and tapping CI/DI main etc. all complete as per specification and direction of E/I.

Supplying and fixing GI fittings of approved make all complete as per direction of E/I.

(a) Elbow 15 mm dia

(b) Tee plane 15mm dia

(c) Nipple 15mm dia.

(d) Union Socket 25mm dia

(e) Union Socket 15mm dia

(f) Brass bib cock 15mm dia

(g) C.I stop cock 15mm dia

(h) C.I. stop cock 25mm dia

(i) Reducing Socket 25x15mm

(j) Tee 25x25x15mm dia

Supplying, fitting and fixing vitreous white glazed earthen were I W C of parry Hindustan or any other I.S.S approved make with 100 mm HCI ‘P’ trap, 15 Liters CI pull and let go flushing cistern of names or other ISS equivalent make complete with all fittings C.I. or C.C brackets, 32 mm, alkathene /PVC telescopic flush pipe about 2 mtrs. long with one brass coupling and clamps, GI chain and pull including supplying and fixing a pair of vitreous white glazed earthen were footrest to be fixed in floor, 15 mm .CI body brass spindle, stop cock of weight not less than 50 grams, 15 mm. PVC connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and irection of E/I. (510mm.long with 12.5 Liter low level PVCSystem).

Septic Tank and Soak Pit

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I.

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I.

Providing designation 75A one Brick flat soling, joints filled with local sand including cost of watering, tax, royalty all complete as per building specification and direction of E/I.

Providing P.C.C M150 with nominal mix of (1:2:4) in foundation with approved stone chips 20mm to 6mm size well graded and clean course sand of FM-2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, Vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing water proof cement plaster (1:3) with clean course sand of F.M- 1.5mm with 5% cico or any other approved water proofing compound including taxes and royalty all complete as per building specification and directions of E/I.

19 mm thick

Providing designation 75A bricks work in C.M. in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints, cost of screening materials racking out joints to 15 mm. depth, curing taxes and royalty all complete as per building specification and direction of E/I.

B/W in C.m (1:4)

B/W 75-B in (1:6) for soak pit

Brick work in dry masonry for soakpit

Providing pre cast R.C.C. M-150 with nominal mix of (1:2:4) slab of desired size with approved quality of stone chips and clean coarse sand of FM 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement), taxes and royalty etc. all complete as per building specification and direction of E/I.

Providing for reinforcement as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Specification and direction of E/I.

Supplying fitting and fixing P.V.C. Pipe/ P.V.C.fitting of approved make including earth work or providing scaffolding as the case may be all complete as per specification and direction of E/I.

100 mm dia HCI Band

Supplying materials and labours and fixing 20mm dia M.S bar steps in wall of 0.3 m interval and staggered in (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I.

Supplying all materials, labours, tools and tackles and 100mm dia R.C.C hume pipe and laying jointing, testing, earth work including carriage of materials etc. all complete.

Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I.

Supplying materials and labours for constructing inspection chamber of designation class 75 B bricks size 750mm deep, 600x450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x475 mm G.I. Cover With frame ( Weight not less than 36 Kg.) along with earth work in excavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I

Carriages of materials

Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit,loading ,unloading , transportation, etc. all complete.

Cement 30 KM lead

Steel 30 KM lead

Sand 10 KM lead

Stone chips 30 KM lead

Bricks 10 KM lead

Electrical Works

Wiring for light point with 1.5 sq. mm pvc insulated multi stand copper conductors cable on surface pvc casing capping as required

Short point

medium point

long point

Wiring for fan point with 1.5 sq mm pvc insulated M/S copper conductor cable on surface pvc casing capping as required long point

Wiring for 5 pin 5 amp. plug point with 1.5 sq. mm pvc insulated M/S copper conductors cable on surface pvc casing capping including P/F 5 pin 5 amp. socket outlet and 5 amp. switch earthling the 3rd pin etc as per required.

Wiring for 3 pin 15 amp. plug point with 4 sq. mm pvc insulated M/S copper conductor cable on surface pvc cashing capping including P/F 3 pin 15 amp. switch socket combined earthling the 3rd pin as required Extra long point

Wiring for circuit wiring with 2x2.5 sq, mm pvc insulated M/S copper conductor cable on surface pvc casing capping as required.

Wiring for sub main with 2x 10 sq. mm pvc insulated M/S copper conductor cable on surface pvc casing capping including connections as required.

S/F 32 amp. hush type D.P switch including connection etc as required.

S/F 32 amp. main switch fuse unit including holes on the band connection and earthling the body as required

S/F batten or angle holder complete including connection etc. as required

S/F twin twisted flexible wire for connection of tube light and fan as required.

S/F following size sun mica sheet cutting and fixing under switch socket

S/F indicator light as required

S/F fuse on the board as required

S/F earthling with earth plate 600 x 600 x 30mm thick with masonry enclosures on the top as required

Extra for wiring salt and charcoal for copper earthling as required.

S/F bulk head fitting suitable for 100 watt lamp as required.

Earthing with G.I. earth pipe 4.5 M long 40mm dia including accessories and providing masonry enclosure with copper plate having locking arrangement and watering pipe etc with charcoal ,salt all complete as per electrical rule

Supplying ,fitting and fixing 5 amp ceiling rose on the existing junction

Clear Water Rising Main

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Laying of Clear water Rising Main (Please refer to Section 5,Sl. 3.1 of SBD)

Earth Work in excavation (As per I.S. 3114/1965) for laying of Different types and size of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and life asper specification and direction of Engineer in-charge (b) For classification of soil item -B

Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 150 m and initial lift of 1.5 m as per specification amnd direction of E/I.

Supplying tools and cutting road as well restoring the same as per specificat i o n and direction of E/I a) Pucca Road (Except Black top only taken out material to be used) for cutting road as per requirement.

Water Bound Macadam road (taken out material will be used) for cutting road as per requirement

Dismantling of cement concrete pavement ( Dismantling of cement concrete pavement by mechnical means using penumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately)

PCC 1:2:4 in foundation (Plain cement concrete 1:2:4 nomial mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) plain / Rainforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15

Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge (for classification of Soil item A & B)

Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-9 suitable for push on joint (Rubber gasket jointing) with cement mortar lining on inside surface and out side zinc coating with bituminous paint including all other taxes insurance including inspection charges and all complete .

Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including ED, CST, all taxes, etc. coplete as per I.S. 9523 .

100 mm to 300 mm Dia

Supplying labours, tools , tackles, lubricant etc for laying and jointing DI / C.I.S/S Tyton pipes (class LA) trenches supplying ( confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard ,barrier and red light to safe guard against accident ,all complete and laying of pipes is to be done as per (I.S.S.3114-1985) as per design ,specification and direction of E./I. Without rubber gasket Supplying .

Supplying Labour ,tools and tackles for testing of laid C.I / DI or U.P.V.C or H.D.P.E or A.C pressure pipe up to 60 meter head of water all complete as per specification andection of E/I

Labour charge for one cutting of C.I/ D.I and specials including suppying supplying , necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I

Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete . (without bypass) with E.D PN 1.6 (with 10% CP )

Supplying Labour and tools for fixing C.I. sluice valve in trenches with a pair of C.I. Tail piece including making lead caulked joints and flanged joints as per I.S.S. specification,including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587– 1972 and nuts and bolts confirming to I.S.S.1364 –1983) including drilling holes in flanges if required as per specification and direction of E/I.

Providing and supplying air valves as per I.S. - 14845-2000 and M J P’s standard specifications double orifice type combined with isolating sluice valve, mounted in horizontal position and operated by wheel gearing, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seting on moulded seat ring, inlet face and drilled, including all taxes (central and local), insurance, third party inspection charges, loading, unloading, transportation upto departmental storer/ site, etc. complete .

(Single Ball Flanged Type Air Valve P.N 1.6 Dia-32 mm

(Single Ball Flanged Type Air Valve P.N 1.6 Dia-50 mm

Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer –in–charge including cost of conveyance from store to site of work, cost of all material and giving satisfactory hydraulic testing etc. complete.

(Single Ball Flanged Type Air Valve P.N 1.6 Dia-32 mm

(Single Ball Flanged Type Air Valve P.N 1.6 Dia-50 mm

Providing, installing and giving satisfaction field testing of flanged ends Bulk water meter of following type and as mentioned below in (a) and (b) with FGI - 250 cast iron body, class "B" confirming to I.S. 2373 or as per ISO 4064, marked to read in metric system, along with manufacturer's test a n d guarantee certificate including cost of all material with ISI mark or EEC mark Enclosed type as per IS2373 Removable mechanism type bulk water meter as per ISO 4064 .

200 mm dia

Supply all materials & construction of Thrust Block where required.

Construction of B .W . masonry valve chamber.

Elevated Service Reservoir (ESR's)

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and equipment for designing & construction of ESR all complete job. (Please refer to Section 5,Sl. 2.8 of SBD)

For Zone No. 01(ESR Capacity - 255 K.L., Staging - 22.00 m)

For Zone No. 02 (ESR Capacity - 300 K.L., Staging - 20.00 m)

Distribution System

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.1 of SBD)

Earth Work in excavation (As per I.S. 3114/1965) for laying of Different types and size of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and life asper specification and direction of Engineer in-charge (b) For classification of soil item -B

Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 150 m and initial lift of 1.5 m as per specification amnd direction of E/I.

Supplying tools and cutting road as well restoring the same as per specificat i o n and direction of E/I a) Pucca Road (Except Black top only taken out material to be used) for cutting road as per requirement.

Water Bound Macadam road (taken out material will be used) for cutting road as per requirement

Dismantling of cement concrete pavement ( Dismantling of cement concrete pavement by mechnical means using penumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately)

PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nomial mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) plain / Rainforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15

Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge (for classification of Soil item A & B)

Providing and Supplying in Standard Lengths Polythene pipes confirming to I.S. 4984 /14151/12786/13488 with necessary jointing material like mechanical connectors i.e. thread / insert joint/quick release coupler joint compression fitting joint or flanged joint including all local & central taxes transporation & frieght charge inspection charges loading/ unloading charges conveyance to the departmental store/ site & stacking the same in closed shade duly protecting from sunrays & rains etc complete. PE-100 PN -10

63 mm HDPE

75 mm HDPE

90 mm HDPE

110 mm HDPE

Special for HDPE Pipe

Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-7 suitable for push on joint (Rubber gasket jointing) with cement mortar lining on inside surface and out side zinc coating with bituminous paint including all other taxes insurance including inspection charges and all taxes all complete

Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including ED, CST, all taxes, etc. coplete as per I.S. 9523 but excluding frieght.

100 mm to 300 mm

Lowering , laying and jointing of HDPE Pipe by heating to the endsof the pipes with the help of teflon coated electric mirror/ heater to the required temperature and then pressing the end together againest each other to form a monolithic and leak proof joint by thermosetting process. the pressing may be required to be done with hydraulic jacks/ Butt Fusion machine etc. complete with all materials labour as directed by E/I including giving satisfactory test.

63 mm HDPE

75 mm HDPE

90 mm HDPE

110 mm HDPE

Supplying labours, tools , tackles, lubricant etc for laying and jointing DI / C.I.S/S Tyton pipes (class LA) trenches supplying ( confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard ,barrier and red light to safe guard against accident ,all complete and laying of pipes is to be done as per (I.S.S.3114-1985) as per design ,specification and direction of E./I. Without rubber gasket .

Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete . (without bypass) with E.D PN 1.0

63 mm HDPE

75 mm HDPE

90 mm HDPE

110 mm HDPE

Scour Valve 100 mm

Supplying Labour and tools for fixing C.I. sluice valve in trenches with a pair of C.I. Tail piece including making lead caulked joints and flanged joints as per I.S.S. specification,including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587– 1972 and nuts and bolts confirming to I.S.S.1364 –1983) including drilling holes in flanges if required as per specification and direction of E/I.

63 mm HDPE

75 mm HDPE

90 mm HDPE

110 mm HDPE

Scour Valve 100 mm

Supplying Labour ,tools and tackles for testing of laid C.I / DI or U.P.V.C or H.D.P.E or A.C pressure pipe up to 60 meter head of water all complete as per specification andection of E/I

63 mm HDPE

75 mm HDPE

90 mm HDPE

110 mm HDPE

Labour charge for one cutting of C.I/ D.I and specials including suppying supplying , necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I

63 mm HDPE

75 mm HDPE

90 mm HDPE

110 mm HDPE

Removable bulk water meter as per ISO 4064 200 mm

Removable bulk water meter as per ISO 4064 250 mm

Construction of B .W . masonry valve chamber as per enclosed annexure

House Connection (3301+59=3360)

Doing survey Data Collection of FHTC Details including ADHAR No. with SBM ID etc.

Earth work in excavation in foundation trenches in hard soil vide classification item-B and disposal of excavated earth as obtained to a distance upto 50 m including all lifts,levelling,ramming the foundation trenches,removing roots of trees,shrubs all complete as per approved design,building specifications and direction of E/I.

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours , royalty and taxes all complete as per building specification and direction of E/I.(mode of measurement compacted volume)

Providing P C C M-150 in nominal mix of (1:2:4)in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing cement concrete in mixer and placing in position ,vibratig, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.

Earth work in back filling the trenchage after laying different type and size of pipes with earth removed during excavation within initials leads and lift as per specification and direction of E/I

Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5 mm thick cement punning over it including screening, curing, with all leads and lifts of water,taxes and royalty all complete as per building specification an direction of E/I.

Providing and supplying Blue MDPE pipes confirming to ISO 4427:1996 manufactured from virgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET (India) / DVGM / KIWA/SPGN etc for usage in drinking water with quality system. The cost shall include testing of all materials all taxes central, state, Municipal, Inspection charges transportation up to site ,transit insurance, loading, unloading, stacking etc complete as specified and directed.PN16(SDR-9) with ED

Providing and supplying G.I. pipes (Tata and euivalent make) for usage in drinking water with quality system. The cost shall include testing of all materials all taxes central, state, Municipal, Inspection charges transportation up to site ,transit insurance, loading, unloading, stacking etc complete as specified and directed.

Lowering laying and jointing HDPE/MDPE pipes in proper position including all specials by compression fitting / electrofusion and But fusion jointing procedure including hydroulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion machine , electric mirror/heater/ But fusion welding machine with hydroulic jack,top loading clamp etc pump and accessories for hyroulic tesing and all labours as directed by E/I.as per IS-7634 part-2

Supplying labours and tools for fixing G.I.Pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall ,ceiling and floor including supplying and fittings of wall hooks or pipe clamps ,wooden plugs, cutting pipes to size and threading ends if required etc all complete as per specification and direction of E/I.

Supplying and fixing of G.M. ferrule of approved make in existing C.I/D.I main including drilling and taping C.I./D.I main all complete as per specification and direction of E/I.

Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I.

Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I.

Supplying and fixing G.I.fitting of approved make all complete as per specification and direction of E/I.

20 mm dia ELBOW

15 mm dia ELBOW

20mm dia Reducing socket

20mm dia Nipple

15mm dia Nipple

20mm dia Union Socket

15 mm dia Socket

20mm dia socket

Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit,loading ,unloading , transportation, etc. all complete.

Cement 30 KM lead

Sand 10 KM lead

Stone/Stone chips 30 KM lead

Approach Road

Construction of embankment with Approved Material obtained from borrow pits with a lift up to 1.5 m transporting to site spreading grading to required stope and compacting to meet requirment of tables 300.1 and 300.2 with a lead up rto 1000 m as per technical specification clause 301.5

Granular Sub base with well graded material (table -400.1) A- By Mix in Place Method Construction of granular Sub Base by Providing well graded material, spreading in uniform layers with motor grader on prepared surface ,mixing by mix in place method with rotavetor at OMC ,and compacting with smooth wheel roller to achieve the desired density ,complete as per technical specification Clause 401 . (i) For Grading I Materials

Construction of un-reinforced dowel jointed at expansion and contruction joint only ,plain cement concrete pavement ,thickness as per design ,over a prepared sub base ,with 43 grade cement or any other type as per clause 1501.2.2 M-30 (Grade ) , coarse and fine aggregates conforming to IS: 383 maximum size of coarse aggregate not exceeding 25 mm ,mixed inn a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork (steel channel .laying including levelling the formwork as per drawing ) spreading the concrete with shovels rank ,compacted using needle scrreed and plate vibrators and finished in continous opration including provision of contration and expansion , construction joints applying debonding strips ,primer ,ssealant ,dowel bars near approaches to bridge / culvert and construction joints, admixtures as approved ,curing of concrete slabs for 14 days . using curing compound (where specified ) and water finishing to lines and grade as per drawing and technical specification Clause 1501.

Proving and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1 , no. fragment weighing less than 25 kg laid dry complete as per drawing and technical specification Clause 1301.

Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete . .

cement 30 KM lead

sand 10 km lead

stone chips 30 km lead

stone metal 30 km lead

Bilder 30 km lead

Operation & Maintenance for Five years

O/M work with Labour component & Chemical Cost for 1st Year Detailed in SBD of section of 9.10

O/M work with Labour component ,Materials for 2nd Year component & Chemical Cost repairing of pipe line work, pumping ,civil, electrical and Mechanical cost Detailed in SBD of section of 9.10

O/M work with Labour component ,Materials for 3rd Year component & Chemical Cost repairing of pipe line work, pumping ,civil, electrical and Mechanical cost Detailed in SBD of section of 9.10

O/M work with Labour component ,Materials for 4th Year component & Chemical Cost repairing of pipe line work, pumping ,civil, electrical and Mechanical cost Detailed in SBD of section of 9.10

O/M work with Labour component ,Materials for 5th Year component & Chemical Cost repairing of pipe line work, pumping ,civil, electrical and Mechanical cost Detailed in SBD of section of 9.10

Add 12% GST

Add 1% Labour Cess

Deepak Kumar