Chouparan Part A Main Grid Part B Chouparan North and South Part C Part Barhi Rural Water Supply Scheme under D W and S Division Hazaribagh

Amount

Main Grid

Construction of Intake Well with Pump House (14 M Dia)

Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job.

Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in all kind of soil including moorum soil, soil mixed with kankar, pebbles & boulders upto 300m size & disposal of the same ( beyond 50 m away from the edge of the trenches) with initial lead of 150 M & initial lift of 1.50M as per specification & direction of E/I.

Initial lift

Earthwork in excavation of foundation trenches of toe wall,spillway,head regulator,outlet,intake well etc. as per designed section in ordinary rock or soft rock (vide classification of soil item-C)with disposal of soil (beyond 50m from the edge of the trenches) with initiol lead of 1.5m as per specification and direction of E/I. (soft rock where blasting ins Not required and approved by the concerned Chief Engineer)

1st lift

2nd lift

Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator,outlet, intake well etc. as per designed section in hard rock where blasting is needed & stacking properly in approved stack size in approved stack yard (beyond 50m from the edge of the trenches in the country side) with initial lead of 150 m & initial lift of 1.50m as per specification & direction of E/I (Excavated hard rock size should not be more than 150 lb)

3rd lift

4th lift

5th lift

Providing P.C.C M-150 with in nominal mix of (1:2:4) in foundation 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, screening,shuttering ,mixing cement concrete in mixture and placing in position vibrating striking curing taxes and royality all complete as per building specification and direction of E/I.

Providing and laying in situ cement concrete of trap/granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, plywood from work bully / steel propups compaction, finishing and curing etc. complete . (By weigh batching and mix design for M-25 and M-30 only. Use of L&T, A.C.C. , Ambuja , Birla Gold , Manikgad Rajasree etc. cement is permitted) (Excluding M.S or Tor Rod) For RCC M-300 in Foundation

Providing and casting in situ cement concrete of trap/granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing and designs or as directed by Engineer - in - charge including normal dewatering centering plywood form work , bully/steeel prop-ups compaction finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing etc. complete. (By weigh batching and mix design for M-25 and M-30 only . Use of L& T , A.C.C, Ambuja, Birla Gold, Manikgad Rajasree etc. cement is permitted) (excluding M.S or Tor reinforcement ) for RCC M-300 grade vertical walls

For RCC M-300 grade Slabs/Landings/Vertical Walls/Waist Slab /Steps for staircase in foundation staine wall of Intake Well

Providing and casting in situ cement concrete of trap/granite/ quartzite / gneiss metal of approved quality for RCC work as per detailed drawing and designs or as directed by Engineer-in-charge including normal dewatering centering plywood form work bully /steel prop-ups,compaction finishing the formed surface with CM1:3 of sufficient minimum thickness if special finish is to be provided and curing etc. complete ((By weigh batching and mix design for M-25 and M-30 only. Use of L&T, A.C.C, Ambuja, Birla Gold, Manikgad Rajasree etc. cement is permitted) (excluding M.S or tor reinforcement)

For RCC M-250 grade Floor Slab Beam & Roof slab Beam

Providing and casting in situ cement concrete of trap/ granite/quartzite/gness metal of approved quilty for R.C.C work as per detailed drawing and designs or as directed by Engineer-in-Charge including narmol dewatering, shutering plywood, formwork bully / steel prop-ups, compaction finishing the formed surface with 1:3 sufficeint minimum thickness if special finish is to be provided and curing etc. complete (by weight bacthing and mix design for M-150 only.(Excluding the cost of reinforcement)

For RCC M-250 grade Slabs/Landings/Vertical Walls/Waist Slab /Steps for staircase.

Providing RCC M 250 with nominal mix in columns with approved quality of sone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screaning, suttering mixing cement concrete in mixer and placing in position, vibraction,striking,curing (but excluding the cost of reinforcement) taxes and royalty all complete job as per specification and direction.

RCC Column up to roof

Providing RCC M-250 in band at lintel level with approved quality of sone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screaning, suttering mixing cement concrete in mixer and placing in position, vibraction, striking,curing (but excluding the cost of reinforcement) taxes and royalty all complete job as per specification and direction E/I.

Band at lintel level

Providing RCC M 250 with nominal mix in roof slab of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of FM,2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position ,vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I.

Pump House Roof

Providing average 63mm thick RCC M-200 with nominal mix of (1:1.5:3) in chajja with approved quality of stone chips 20mm to 6mm. Size graded and clean coarse sand of F.M.2.5 to 3 including making drip course in concrete, screening, centering, shuttring and mixing cement concrete in mixer and placing in position vibrating, striking, 6mm. 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 rotality all complete as per building and direction of E/I. Specification.

Providing TMT reinforcement (TOR steel) 12 mm as per approved design drawing , removal o f rust cutting , bending, binding including supplying annealed wire placing MS rods in position all complete job as per specification and direction of E/I.

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

Providing for Precast Cement concrete Jali (1:2:4) graded stone aggregate 6 mm nominal size, reinforced with 1.6 mm dia M.S. wire including centering Shuttering, firing & finishing in c.m (1:3) etc.All complete.(50 mm thick.)

Supplying fitting and fixing fully glazed steel door window or ventilators standard rolled Z and mullion section and sizes as per I.S.-1038 joints met and welded with 100 x 16 x 3 mm MS lugs fixed in cement concrete (1:2:4) blocks 15 x 10 x 10 cm size including cost of oxidized iron fitting with hinges, handle per steps, catch springs 3mmv thick plain glass panes with Aluminium beads and inner frame fixed with lugs of 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 storey and taxes all complete as per building specification and direction of E/I.

Supplying fitting & fixing MS Grill made of 20 x 6 mm MS Flat as per approved design and drawing etc with all complete.

Supplying fitting and fixing collapsible gate of approved size and make properly fabricated with vertical double channels 20x10x2 mm at 100 mm .Centers and braced with M.S. flat diagonals 20x3mm with top &Bottom rails of T-iron 40x40x6 mm with 38 mm dia steel pulleys complete with bolts,nuts locking arrangement stoppers handles including applying a priming coat of red lead paint,carriage hoisting and taxes all complete as per building specification and direction of E/I.

Providing 12 mm thick cement plaster (1:6) for inside & cut safe surface of p/H with clean coarse sand of P M 15 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 % cicoor or any other approved water proofing compound including screening curing with all leads and lifts of water scaffolding taxes and royalty all tex etc. complete job as per building specification and direction of E/I

Providing 6 mm thick cement plaster (1:4) in ceiling of P/H & jack well with clean coarse sand of FM 1.5 including screening, curing with all leads and lift 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 coat of painting with ready mixed paint of approved shade and make over steel surface thoroughly cost of scaffolding and taxes all complete as per building specification and direction of E/I

Providing R.S.Joist ISMB 350X140 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. (two no. for base and one no. to pulling up of Pump)(iii) 14.50 Mx3 @ 52.40 Kg Per Metre)

Two nos. for base of pump i.e. ground floor

One nos. below roof i.e. first floor

Providing an fixing G.I pipe railling having 1.0 m height consisting 50 x 50x 6 mm thick M.S angles as vertical at 1.5 m c/c and additional post at every corner with 3 rows of 25mm dia G.I pipe of medium class variety as horizontal and painting 3 coat of oil paint over one coat of anticorrsive paint of approved colour and shade including cost of all labour transporting bents to curved shape etc. complete

Providing and fixing MS sluice gates in position as per dtailed drawing and specification including cost of all materials, labour, operating pedestal, connecting rod, painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.

Providing and fixing CI/MS rose pieces in position as per detailed drawing and specification including cost of all materials, labour, operating pedestal, connecting rod, painting with three coats of anti- corrosive paint, etc. complete as directed by Engineer-in-charge.

Providing and Fixing in Position of 20 mm dia M.S. bar Step with proper anchorage, etc. and providing and applying 3coats of ant- corrosive paint , etc. complete as directed by Engineer in charge.

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Construction of RCC Gang Way 110 M long X 4.5 M Wide

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Gang Way 110 M long and 4.5 M wide etc. all complete job.

Earthwork in excavation of foundation trenches of toe wall Spillway head regulator , outlet ,intake well etc. as per a 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 trenches) with in initial lead of 150 M all lifts 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 regulator,outlet,intake well etc. as per designed section in ordinary rock or soft rock (vide classification of soil item-C)with disposal of soil (beyond 50m from the edge of the trenches) with initiol lead of 1.5m as per specification and direction of E/I. (soft rock where blasting ins Not required and approved by the concerned Chief Engineer)

1st lift

2nd lift

Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation 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 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 and laying in situ Cement concrete of trap/granite/quartzite/gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. (excluding M.S. or Tor In RCC M-300).

In Raft Foundataion

Providing and casting in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work as per detailed drawing and designs or as directed by Engineer in Charge including normal dewatering, plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. (excluding M.S. or Tor In RCC M-300)

For Columns

Providing and casting in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work as per detailed drawing and designs or as directed by Engineer in Charge including normal dewatering, plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. (excluding M.S. or Tor In RCC M-300) For Bracings & Beam

Providing and costing in situ cement concrete of trap/ granite/quartzite/gness metal of approved quilty for R.C.C work as per detailed drawing and designs or as directed by Engineer-in-Charge including narmol dewatering,sentering plywood, formwork bully/steel prop-ups, compaction finishing the formed surface with 1:3 sufficeint minimoum thickness if special finish is to be provided and curing etc. complete (by weigh bacthing and mix design for M-250 only .(excluding the cost of reinforcement.)

for M-250 -In Gangway Floor Slab

Providing TOR steel reinforcement of 10 mm, 12 mm and 16mm dia. bar as per approved design and drawing excluding carraige 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 and direction of E/I

Providing 12 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M.1.5 washed and screened including curi n g , scaffolding wherever required and its removal royalty and all taxes etc. complete job as per 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 & lifts of water, scaffolding taxes & 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 construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone Chips 11 KM lead

COFFER DAM

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 satisfaction 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 Gangway

For Intake Well

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

For Gangway

For Intake Well

Mechanical & Electrical Work at Intake well

Supply, installation, testing and commissioning of Centrifugal pump sets with allied equipment as under-

Providing , erecting and commissioning of Horizontal split casing/ Multi stage Vertical pump (make: Kirloskar / WPIL/ Mather & Platt) as per IS:5120, capable for required discharge and head (mention below), consisting of SS/bronze impellers, stainless steel pump shaft, etc. with all accessories coupled with energy efficient TEFC squirrel cage induction motor confirming toIEC-60034 or latest, having 10% more BHP than that of pump, operating on 900-1500rpm, 11KV, 3 PH, 50 HZ [make: Kirloskar /ABB/BHEL/ Marathon/ CGL] with suitable soft starter conforming relavent IS Code/ IEC all complete with required size of sluice valve and non- return valve standard fitting, strainers, reducer, foot valve, pressure gauge, MS delivery & Suction pipe, common header, PCC foundation, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I. (Note:-Contractor will have to check the design of pump & motor and get it approved by the Department)

Discharge-10150 LPM,Head- 170 M, (4W + 2S)

HT Panel:- Supplying , erecting, testing & commissioning 11KV H.T. indoor type floor mounted cubical panel installed in Pump House with all required equipents & accessories. Panel board shall be fabricated with MS sheet of suitable guage and size with dust and vermin proof and painted. HT Panel shall be consisting of 11KV, 800A Copper Busbar with busbar chamber, 3 Nos. 11KV 800A indoor type floor mounted vertical isolation & Horizontal Draw out type Vaccum Circuit Breaker (VCB) with control and relay panel for Incoming feeders with Bus-coupler, 7 Nos. 11KV 630A indoor type floor mounted vertical isolation & Horizontal Draw out type Vaccum Circuit Breaker (VCB) with control and relay panel for Outgoing feeders conforming to the relevant/latest IS codes complete with cable entry & exit system, PT (Potential Transformer), C.T (current Transformer) including Motor Protection Relay, over current Relay, earth fault Relay, negative phase sequence Relays, under voltage Relays, etc. including all types of required Relays, Digital type voltmeter, Ammeter, power factor meter, Frequency meter, MFM, etc. including all types of required metering units. Including Internal wiring with required copper control cables, DC power supply with charger arrangement, fitting & fixing with labours & technicians,etc. all complete Job as per site requirement, Indian standards & direction of Engineer in charge. (Make- ABB/SIEMENS/Schneider/L&T)

Capacitor Banks with APFC Panel :- Supply installation and commissioning og APFC panel having suitable KVAr, 11 KV, 3 PH, 50 Hz with suitable HT Capacitor banks in standards stages with reactor coils for improvement of pf from 0.80 to 0.98, cabling and jointing with termination kits, and suiable earthing etc all complete conforming to latest IS

Supplying and erecting Aluminium conductor of 3.0 core * 400 sqmm, XLPE /PVC - 11 kV grade, armoured cable erected in approved trench or on trays, termination kits, etc. with all required equipments & materials as per direction of Engineer In Charge/ IE Rules.

Supplying and erecting Aluminium conductor of 3.0 core * 240 sqmm, XLPE /PVC - 11 kV grade, armoured cable erected in approved trench or on trays, termination kits, etc. with all required equipments & materials as per direction of Engineer In Charge/ IE Rules.

Supplying and erecting Aluminium conductor of 3.5 core * 120 sqmm, XLPE /PVC - 1.1 kV grade, armoured cable erected in approved trench or on trays with all required equipments & materials as per direction of Engineer In Charge/ IE Rules.

Supplying and erecting Aluminium conductor of 3 core * 25 sqmm, XLPE /PVC - 1.1 kV grade, armoured cable erected in approved trench or on trays with all required equipments & materials as per direction of Engineer In Charge/ IE Rules.

Earthing: making earthing with all equipments, materials & accessories, including connecting with all motors and other electrical equipments, as per IE Rule & IS 3043.

Providing, erecting and commissioning 10 Tonne single girder Electrically Operated Rectangular Over head Travelling Crane with 6 m lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendant control block.

Supplying, installation & commissioning of internal and external lighting at pump house, substation, etc. where ever required with suitable Led lamps, Distribution Boards, cables, switchgears, etc. with all required equipments & materials as per direction of Engineer In Charge/ IE Rules.

Providing, erecting and commissioning Fire fighting system, Lightening arrestor for pump house, suitable nos. of Exhaust fan, emergency light with inverter and battery for Pump house, safety gadgets e.g. hand gloves, boot, helmet, First aid box, insulation pad near each electrical equipments, maintenance and measuring tools & tackles, etc. as per direction of Engineer In Charge.

Raw Water Rising main.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Laying of Raw water Rising Main.

Providing and Supplying ISI mark centrifugally cast (spun) ductile iron pressure pipe for water works with socket and Spigot ends confirming to IS8329/2000 in standard lengths of class K-9 suitable for push- on - joint (Rubber gasket D jointing) with cement mortar lining inside the pipes with outside zinc and bituminous coating including transportation, taxes & duties contractor profit insurance carriage to work site with loading Unloading etc stacking including inspection charges and all taxes all complete. (including cost of one no. gasket for each pipe)

DI K-9,Dia 1000 mm

DI K-9,Dia 900 mm

DI K-9,Dia 750 mm

DI K-9,Dia 450 mm

DI K-9,Dia 250 mm

Supplying labour tools and tackles for testing of laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 m meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.

DI K-9,Dia 1000 mm

DI K-9,Dia 900 mm

DI K-9,Dia 750 mm

DI K-9,Dia 450 mm

DI K-9,Dia 250 mm

Providing and supplying lSI 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 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523 Class K12

200 mm to 300 mm Dia

350 mm to 450 mm Dia

Above 600 mm Dia

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 by-pass Arrangement-PN-1.6)(With E.D)(Sluice valve PN-1.6)

DI K-9,Dia 1000 mm

DI K-9,Dia 900 mm

DI K-9,Dia 750 mm

DI K-9,Dia 450 mm

DI K-9,Dia 250 mm

Providing and supplying air valves as per IS -10845-2000 and MJP's standard specifications of approved make and quality of following diameters including all taxes (central and local), railway freight,inspection charges,unloading from railway wagons,loading into truck,transportation transportati on up to departmental stores/site unloading and stacking etc. complete.

100 mm Dia.

200 mm Dia.

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 lift as per specification and direction of Engineer-in-charge

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 10 m and initial lift of 1.5 m as per specification amnd direction of E/I.

Supplying labours, tools , tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenches supplying rubber gasket (Rubber gaskets 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 ( Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per (I.S.S.3114-1985) as per design, specification and direction of E/I.

DI K-9,Dia 1000 mm

DI K-9,Dia 900 mm

DI K-9,Dia 750 mm

DI K-9,Dia 450 mm

DI K-9,Dia 250 mm

Lowering & laying and fixing in proper alignment and position all types of CI air valve as directed by Engineer-incharge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing etc. complete. (for all class of valves)

100 mm dia.

200 mm dia.

Supplyng labour and tools for fixing CI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.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 volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.

DI K-9,Dia 1000 mm

DI K-9,Dia 900 mm

DI K-9,Dia 750 mm

DI K-9,Dia 450 mm

DI K-9,Dia 250 mm

Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.

Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size

Construction of B.W. masonary valve chamber of size (3.50X3.00X3.20) m size

Supply all materials & construction of Thrust Block where (Above 250 mm & upto 500 mm dia)

Supply all materials & construction of Thrust Block where required (Above 750 mm dia)

RAILWAY CROSSING (01 Nos)

Manufacturing, providing and supplying spirally welded /ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates,gas cutting to requried size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck,transport to stores, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc, complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).

For 1000 mm dia DI Pipe - 1350 mm dia 12 mm thick (For MS Casing Pipe)

Installation of product pipe by Guided Auger Boring method including making of entry and exit pits, all related civil works like excavation , shoring / strutting, etc., shielded excavation through auger boring process, lowering of pipe segments in the jacking pit,laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instructions of the Engineer -in-charge all complete except the cost of the pipe . Average cover of 1.5M depth below G.L (upto 100 meter installation lenght ) In hard soil

Above 600 mm Dia to 900 mm Dia MS pipe

Providing and applying graphite prime of first inferol 49 W emaline 05/58 pipe cost or any other equivelent approved paint to the internal surface of pipe line at sight.

First Coat

Second Coat

NATIONAL HIGHWAY CROSSING (01 Nos)

Manufacturing, providing and supplying spirally welded /ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates,gas cutting to requried size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck,transport to stores, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc, complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).

For 1000 mm dia DI Pipe - 1350 mm dia 12 mm thick (For MS Casing Pipe)

Installation of product pipe by Guided Auger Boring method including making of entry and exit pits, all related civil works like excavation , shoring / strutting, etc., shielded excavation through auger boring process, lowering of pipe segments in the jacking pit,laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instructions of the Engineer -in-charge all complete except the cost of the pipe . Average cover of 1.5M depth below G.L (upto 100 meter installation lenght ) In hard soil

Above 600 mm Dia to 900 mm Dia MS pipe

Providing and applying graphite prime of first inferol 49 W emaline 05/58 pipe cost or any other equivelent approved paint to the internal surface of pipe line at sight.

First Coat

Second Coat

RCC Riser for Rising Main

E/W in exavation in foundation trenches in ordinary soil (vide classified of soil item a) & disposal of excavated earth as obtained ta a distance upto 50 M included all lifts, leveelling 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 & watering in layer not exceeding 150 mm thick with all leads and lift including cost of all materials, labour, royalty and taxes all complete as per building specification & 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 royality all complete as per building specification and direction of E/I.

Providing PCC M100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade -III (50 mm to 25 mm size)clean coarse sand of F.M 2.5 To 3 including screening, shuttering, mixing cement concrete in water & placing in position, vibrating, striking, curring taxes & royality all comlete as per building specification & direction of E/I.

Providing RCC M-200 with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 25 to 3 Excluding screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating stiking curring (but excluding the cost of reinforcement), taxes & rayality all complete as per building specification & direction of E/I.

Proving RCC M-200 in columns with approved quality of stones chips 20 mm to 6 mm size graded and clean coarse sand of F.M 5 to 3 including shutters screening mixing cement concrete in mixer and placing in position vibrating striking, curing taxes & royality all complete as per building specification & direction E/i.

Providing Tor Steel reinforcement of 10mm,12mm & 16 mm dia bars as per approved design & drawing excluding carriage of M.S bars to work site, cutting ,bending and binding with anealed wire with cost of wire, removal of rust,placing therods in position all complete as per building specification and direction of 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 lift of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Operation & Maintenance for Five years (excluding energy charge)

O/M work with Labour component & Materials for 1st Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 2nd Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 3rd Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 4th Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 5th Year

As per SBD Section - 5 Clouse 9.10

Chauparan North & South

WTP (Conventional Water Treatment Plant-14.20 MLD)

Designing (asthetically) providing, constructing and commissioning conventional water treatment plant consisting of all 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 antitermite treatment to entire structure below ground level, Mechanical and Electrical components of various sub works as given below, including necessary hydraulic testing, structural testing, equipment testing and trail run for 3 months etc. compete as directed by Engineer-in-Charge. (Turn-Key Job).

Aeration Fountain Plan area not less than 0.625 square meter per MLD

Ventury Flume With necessary devices, consisting of simple mechanical indicator. (Pedastal type gauge)

Flash mixer Rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec-1vane mixer type conferming to I.S. 7090 of 1985

Flocculator Confirming to I.S. 7208 of 1974 (type C) with detention period of 30 minutes.

Clarifier Horizontal flow cicular tank, detention period 2-5 hours , overflow rate 30 cubic meter per day ( to be specified) , Weir loading not more than 300 cubic meter per meter per day , with mechanical sludge scaper confirming to I.S. 10313 1982 with necessary inlet arrangements

Rapid Sand Filters and Filter House Filter designed for filtration rate of 5.000 litres per square metre per hour, minimum 2 beds for plant upto 10 MLD, for larger plants as specified,filters to be located in filter house with roof slab,pipe gallery and platform minimum 5.5 metre in width with constsnt rate filtration or declining rate filtration

a. Filter Sand Effective size 0.45 to 0.70 mm, uniformity coefficient not more than 1.7 nor less than 1.3m depth of water over sand 0.75 m, free board 50 cm, gravel 0.45m in depth, sand and gravel confirming to I.S. 8491(I) - 77, backwash by airwash, standard appurtenances( to be specified), rate of flow controller, filter gauge, sand expansion gauge, etc.

b. Wash Water Tank Capacity to be specified and suitable to supply water to wash specified number of filter beds at a time 12 min @ 600 lit/sqm/min. under a head of 12 m at under a drain

c. Wash Water Pumps Capacity to fill water tank in 1 hour with 100% standby.

d. Air Blowers Capable of delivering 600 LMP per square metre of free air, of filter area at 0.4 kg/square cm at the underdrains (100% standby) for period of 5 min

Chemical House in Two Storeys

a. Ground Floor to accommodate 7 days alum requirement and sundry storage.

b. First Floor to accommodate alum and lime tanks, chain pulley block etc.

c. Solution tanks Minimum 3 tanks (one for preparation, second for dosing and third as standby), each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30 M, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only) confirming to I.S. 9222 part-I 1979.

Pure Water Sump and Pump House.

a. Capacity of sump One hour of designed flow. b. Pump House Pump House of required size over the sump or by the side.

Store House Suitable for alum storage of three months and 7 days temporary storage,7 days TCL requirement in monsoon with 20% extra capacity for other sundry articles.

Vaccum feed type chlorinator - make to be approved. By MJP a. Confirming to I.S. 10533 - A Part -II 1983. b. Chlorinator equipment and container room to confirm to I.S. 10553 Part - I 1983. c. 100% standby shall be provided.

By pass arrangements - C.I. Or M.S. pipes.i) By passing all units of T.P. (ii) By passing flash mixer, clariflocculator. (iii) by passing flash mixer,clariflocculator and filter units.

Disposal of waste from WTP; Safe disposal arrangement to nearby naala including cost of pipe

For WTP capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pumping machinary, rising main etc. complete

Drainage arrangements To decent all units of WTPwith CI pipes upto boundary of each unit and further extension with RCC pipes to nearby nalla.

Electrical installation Both internal and external including entire plant area.

Laboratory equipment as per requirement (to specified during tendering).

Sanitary blocks Carpet area-15 square metre minimum upto 25 mld and 25 squre metre above 25 mld

Administrative block and internal road To accommodate office room. Chlorine room laboratory room,panel board room, blower room etc. and WBM road to connect all units from main gate of plot.

Rates given below are inclusive of uplift pressure if any and dewatering during entire work.

Disposal of waste from WTP; safe disposal arrangement to nearby nalla including cost of pipes.

For WTP of capacity 30 mld and more and additional arranangement for backwash water recycle shall be provided,including sump,pumping machinery, rising main etc. complete.

All pipes conduits channel with 22% overloading.

These rates are applicable for seimic zones-2,3 and 4.

All RCC structures shall be constructed in m-300.

All pipes and conduits channel with 20% overloading capacity.

Capacity of Conventional WTP – 14.20 MLD

Mechanical & Electrical Part at WTP

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and Clear Water C.F. Pump with all complete job

Supply, installation, testing and commissioning of Centrifugal Pump pumpsets with allied equipment as under -

Horizontal Split Casing Centrifugal Pump [make:Kirloskar/Jyoti/ Worthington/ Mather & Platt],capable of discharging WTP to Other Area-3260 LPM, 156 M, & 200 HP. mounted on common base plate and coupled with SPDP, Eff1, squirrel cage induction motor, rating of motor 10% more BHP than that of pump, operating on 1500 rpm, 415V, 50Hz [make :Kirloskar /ABB /Jyoti /Crompton Greaves /BHEL] pressure gauge, required size of sluice valve and non-return valve,standard fittings etc. including construction of MS Suction and delivery header,jointing it with Suction and Delivery line by providing required MS/CI pipes ,flanges ,reducer and specials, nuts bolts, packings etc. all complete as per the requirement, standards and instruction of E/I.(Contrator will again have to check the design of motor,pump & he will to get it approved by the Deptt.)

Discharge-1920 LPM,Head- 80 M (1W + 1S)

Discharge-3640 LPM,Head- 100 M (1W + 1S)

Discharge-650 LPM,Head- 35 M (1W + 1S)

Supply, installation and commisioning of fully automatic star delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380-440 Volt, 3 Phase, 50 Hz with no volt coil, over load relay and on/off push buttons, with necessary material and connected to supply, etc all complete conforming relevent Indian standards/IE rules.

Providing, erecting and commissioning of power wiring with required 400 Sq mm 3.5 core 1.1KV grade armoured Aluminium Cables, XLPE/PVC insulated armoured cable from Transformer to MCP at Clear Water Pump House. Laying, jointing and making proper terminations,etc. all complete.

Providing, erecting and commissioning of power wiring with required size 3 core 1.1KV grade armoured copper Cable, XLPE/PVC insulated armoured cable from MCP at Clear Water Pump House. Laying, jointing and making proper terminations,etc. all complete.

a) 35 Sq mm

b) 185 Sq mm

c) 6 Sq mm

Earthing: making earthing as per IE Rule for each motors.

Lightening Arrester: installation of lightening Arrester over pump house and electric substation for Clear Water pumping plant as per IE rule.

Providing, erecting and commissioning 5 Tonne single girder Electrically Operated Rectangular Over head Travelling Crane with 6 m lift complete with chain pully block IS marked and travelling trolley both tested for 50% overload including arrangement for longotudinal travel/circular travel and cross travel with wheel, hand chain etc complete.

Clear Water Rising main.

Providing and Supplying ISI mark centrifugally cast (spun) ductile iron pressure pipe for water works with socket and spigot ends confirming to IS 8329/2000 in standard lengths of class K-9 suitable for push-on-joint (Rubber gasket D jointing) with cement mortar lining inside the pipes with outside zinc and bituminous coating including transportation, taxes & duties contractor profit insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all complete. (including cost of one no. gasket for each pipe)

DI K-9,Dia 150 mm

DI K-9,Dia 200 mm

DI K-9,Dia 250 mm

DI K-9,Dia 300 mm

DI K-9,Dia 350 mm

DI K-9,Dia 400 mm

Supplying labour tools and tackles for testing of laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 m meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.

DI K-9,Dia 150 mm

DI K-9,Dia 200 mm

DI K-9,Dia 250 mm

DI K-9,Dia 300 mm

DI K-9,Dia 350 mm

DI K-9,Dia 400 mm

Providing and supplying lSI 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 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523

100-300 mm Dia

350-600 mm Dia

Supplying double flanged sluice valve confirming for IS 2906/14846 including warn gear arrengements as per test pressure stainless steel splindle /caps etc. complete (Sluice and scour valve) PN1.6 without by pass arrengement. FOR Jharkhand.

DI K-9,Dia 150 mm

DI K-9,Dia 200 mm

DI K-9,Dia 250 mm

DI K-9,Dia 300 mm

DI K-9,Dia 350 mm

DI K-9,Dia 400 mm

Scour Valve 150 mm without bypass PN - 1

Providing and supplying Air Valves confirming to IS 14845 as per standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. Single Ball Air valve flanged type. PN-1.6

(iii) 80 mm

Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge

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 10 m and initial lift of 1.5 m as per specification amnd direction of E/I.

Supplying labours, tools , tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenches supplying rubber gasket (Rubber gaskets 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 ( Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per (I.S.S.3114-1985) as per design, specification and direction of E/I.

DI K-9,Dia 150 mm

DI K-9,Dia 200 mm

DI K-9,Dia 250 mm

DI K-9,Dia 300 mm

DI K-9,Dia 350 mm

DI K-9,Dia 400 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.(for all class of valves).

(iii) 80 mm

Supplyng labour and tools for fixing CI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.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 volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.

Sluice valve 150 mm dia (IncludingScour Valve)

Sluice valve 200 mm dia

Sluice valve 250 mm dia

Sluice valve 300 mm dia

Sluice valve 350 mm dia

Sluice valve 400 mm dia

Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.

Construction of B.W. masonary valve chamber of size (1.50X1.20X1.80) m size

Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size

Supply all materials & construction of Thrust Block where required.

200 mm Dia DI K-9 Pipe

250 mm Dia DI K-9 Pipe

300 mm Dia DI K-9 Pipe

350 mm Dia DI K-9 Pipe

400 mm Dia DI K-9 Pipe

Full-Bore Electromagnetic Flow Meter - Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO 4064, for Raw/Pure water with accuracy +/-0.5% of measured value & protection as per given specifications for size 100 mm-1000mm including sensor, transmitter surge arrestor, cable GI duct if suitable size for 25 mtrs built in GSM ( with Simcard and its charges,valid for 36 months) including the pipe cutting, leveling and installation of flow meter in the pipelines with necessary tool tackles, cranes including 36 months guarantee etc complete, as may be required at site & based on technical specifications.

for Raw Water 450 mm dia

WTP to Part-A-250 mm dia

WTP to Part-B-400 mm dia

ESR-Zone-1 & 8 -300 mm

ESR-Zone-2,3,4,5,6,7,9 & 10 - 250 mm

Elevated Service Reservoir (ESR)

Designing (aesthetically) and constructing RCC Elevated Service Reservoir of following capacity with RCC staging consisting of columns, internal and external bracing spaced vertically not more than 4.0 m centre to centre of ESR having capacity above 500 M³ & not more than 6 m c/c of E.S.R. having capacity 500 M³ including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 m, all labour and material charges including lowering, laying, erecting hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers water level indicators, lightning conductor, G.I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level, M.S. grill gate of 2 m height with locking arrangement of approved design B.B. masonary cambers for all valves, ventilating shafts providing and applying three coats of cement paint to the structure including roof slab an depoxy paint to internal surface and anti-termite treatnment for underground parts of the structure and giving satisfactory water tightness test as per IS Code. The job to include painting the name of the scheme and other details on the reservior as per the direction of E/I charge

The design of the structure be in accordance with relevant (I.S. 3370-2009 or revised)

The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic force and I.S. 11682-1985 for R.C.C. staging of overhead tanks.

For design having more than 6 columns, providing of internal bracing is obligatory, external bracing is also obligatory.

The entire structure shall be in M-250 mix only. However concrete in contact with water such as container, base slab, wall, roof slab & footing in water borne area shall be M-300.

Plain around mild steel bars grade I confirming to IS 432 part - I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed.

Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.

These rates are include providing, M.S. ladder for E.S.R.s upto 2 lakhs capacity and providing spiral staircase for ESR above 2 Lakh litres capacity.

Staging shall be designed with stresses of M-200 for ESR. However all RCC construction should be done in M-250 extra concrete in contact with water shall be design and constructed in M-300.

These rates are including the cost of uplift pressure if any and entire dewatering during and execution. In case of water logging area where water is stuck at shallow depth extra provision of dewatering shall be made as per site condition.

All condition given in the member secretary's circular no. MJP/TS-I/350/1668 dt 2.08.97 and MPJ/S-I/350/2127 dt 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.

RCC ESR at Zone - 1 Capacity 3.70 lakh Litre Staging Height - 24.00 m

RCC ESR at Zone - 2 Capacity 3.30 Lakh Litre Staging Height - 24.00 m

RCC ESR at Zone - 3 Capacity 3.40 Lakh Litre Staging Height - 10.00 m

RCC ESR at Zone - 4 Capacity 4.10 Lakh Litre Staging Height - 21.00 m

RCC ESR at Zone - 5 Capacity 2.10 Lakh Litre Staging Height - 17.00 m

RCC ESR at Zone - 6 Capacity 2.40 Lakh Litre Staging Height - 24.00 m

RCC ESR at Zone - 7 Capacity 3.60 Lakh Litre Staging Height - 22.00 m

RCC ESR at Zone - 8 Capacity 4.40 Lakh Litre Staging Height - 24.00 m

RCC ESR at Zone - 9 Capacity 4.20 Lakh Litre Staging Height - 20.00 m

RCC ESR at Zone - 10 Capacity 4.70 Lakh Litre Staging Height - 24.00 m

Distribution System

Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge.

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 10 m and initial lift of 1.5 m as per specification amnd direction of E/I.

Supplying tool cutting road as well restoring the same as per specification and direction of E/I

Pucca road-

Water Bound Macadam Road-

Dismantaling plain cement or lime concrete work including stacking servicable materials in countable stacks within 15 meter lead and sisposal of unservicable materials with all leads all complete as per direction of E/I.

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I.

Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.

Supplying centrifugally cast (spun) Ductile iron pressure pipes for water supply with socket and Spigot ends conforming to IS 8329/2000 in standard working lengths of class K-7 suitable for push-on-joint (Rubber gasket D jointing ) with cement morter lining inside surface and outside zinc coating with bituminous paint including all other taxes, insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all complete (including cost of rubber gasket along with each pipe)

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

300 mm dia pipe

90 mm dia HDPE (PE100-PN10)

Providing and supplying lSI 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 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523

Supplying labour tools and tackles for testing of Laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

300 mm dia pipe

90 mm dia. HDPE

Supplying labours, tools , tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenches supplying rubber gasket (Rubber gaskets 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 ( Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per (I.S.S.3114-1985) as per design, specification and direction of E/I.

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

300 mm dia pipe

Supplying labours and tools for laying and jointing H.D.P.E. pipes in trenches and making butt welded joint, supplying heating mirror, jack etc. and providing night guard, barrier and red light to safe guard against accident, all complete as per specification and direction of E/I.

90 mm dia. HDPE

Labour charge for one cutting of CI/DI pipe and specials including necessary tools and plants, chipping of filling surface finish as per specification and direction of E/I.

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

300 mm dia pipe

Labour charge for one cutting of HDPE/UPVC/AC pressure pipe and specials including necessary tools and plants, chipping of filling surface finish as per specification and direction of E/I.

90 mm dia. HDPE

Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6)

Sluice Valve-Dia100 mm

Sluice Valve-Dia150 mm

Sluice Valve-Dia 200 mm

Sluice Valve-Dia 250 mm

Sluice Valve-Dia 300 mm

90 mm dia. HDPE

Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worm gear arrangements as per test pressure satainless steel , spindle , caps including all transportation etc. complete.(PN-1 without byepass arrangement.)(for scour valve)

Scour Valve-Dia 100 mm

Supplyng labour and tools for fixing CI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.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 volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.

Sluice Valve-Dia100 mm

Sluice Valve-Dia150 mm

Sluice Valve-Dia 200 mm

Sluice Valve-Dia 250 mm

Sluice Valve-Dia 300 mm

90 mm dia. HDPE

Scour Valve-Dia 100 mm

Providing and constructing B.B. masonary valve chamber with 15cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B masonery in CM 1:6 proportion precast RCC frame & cover, etc. complete as per directed by Engineer-in-charge.

Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size

Construction of B.W. masonary valve chamber of size (1.20X1.5X1.80) m size

Staff Quarters

Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and Provision of twin type Staff Quarter etc. all complete job.

E / W in excavation in foundation trenches in ordinary soil (vide classification of soil item - 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 foundation trenches/ in plinth including ramming & watering in layers not exceeding 150mm thick with all leads, including cost of materials, labour, royalty & taxes all complete as per building specification & 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.

Providing P.C.C.M -100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade- III (50 mm to 25 mm size) clean coarse sand of F.M.2.5 to 3 including screening, shu ttering , mixing cement concrete in mixer & placing in position, vibrating, striking, curing, taxes & royalty all complete as per building specification & direction of Engineer-in-charge.

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

Providing R.C.C.M -200 with nominal mix of (1:1.5:3) in lintel with approved quality of stone ships 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 20mm to 6mm 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 sand 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 x 75 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 38mm 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 E/I.

Supplying, fitting & fixing M.S. Grill made of 20 x 6mm 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.)

Providing 25 mm thick precast R.C.C. M-200 with nominal mix of (1:1.5:3) jali with approved quality of stone chips of 6 mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mm thick M.S. wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) including cost of curing, scaffolding and finishing all complete as per building specification and direction of E/I.

Providing and fixing fan hook of 16 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 25 x 25 x 6mm. M.S. Angle frame of size 60 x 60 x 6 m m 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 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 12 mm thick cement plaster (1:6) 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.

Providing cement 1:3 (12mm ) plaster with cement mortar (1:3) using clean coarse sand finishing with neat punning a dado 6" (150 mm) high a side room and out side wall upto plinth level includng screening , curing with all leads & lifts of water , scaffolding , taxes and royalty all complete as per building specification & direction of E/I

Earth work in filling in foudation trenches & Plinth in layers not exceeding 150 mm thick well watered ,rammed ,fully compacted & fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of E/I ( Mode of measurement compacted volume)

Provliding average 150 mm thick dry rammed khoa beaten to 112 mm. ( compacted with water ) made of well burnt or jhama bricks includingramming properly tillcompacted 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 pannels 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 one brick on edge flooring in C.M (1:4) with top surface flush pointed in CM (1:4) approved quality of clean coarse sand of F.M 2 to 2.5 including the cost of screening ,raking out joints to 15 mm depth , curing taxes,royalty all complete as per building specification and direction (E/I)

Providing two snowcem of approved shade and makeover cost of cement primer 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.

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

Providing two coats of synthetic enamel paint of approved shade and make over new wooden surface including cleaning the surface after 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 rust ,dirt ,scales ,smokes and grease and cleaning the surface thouroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I

Providing two coats of synthetic enamel 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 8 mm dia as per approved design and drawing excluding carriage of 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 Specification and direction of E/I.TMT Fe 500 (Only valid for SAIL and TATA )

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Water Supply 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 direction 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.

(a) 19 mm thick

(b) 12 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.

(a) B/W in C.M (1:4)

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

(c) Brick work in dry masonry for soak pit.

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 Tor 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.

10 mm dia

Supplying fitting and fixing H.C.I. Pipe/ H.C.I. fitting of Approved make confirming to I.S.S 1729 including supplying nails and bobbins lead and yarn from making lead caulked joints including earth work or providing scaffolding as the case may be all complete as per specification and direction of E/I.

(a)100mm dia H.C.I. Tee.

(b) 100mm dia H.C.I. Band

(c) 50mm dia H.C.I. Cowel

(d) 50mm dia H.C.I. Vent pipe

(e) 100mm H.C.I. Pipe

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

(a) Brick –6 KM lead

(b) Sand -36 KM lead

(c) Stone chips -11 KM lead

(d) Steel 10 KM

(d) Cement- 10 KM lead

Electrical Works

Point wiring in PVC conduit with modular type switch wiring for light point /fan point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required

Wiring for twin control light point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with two way modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required

Wiring for light /power plug point with 2 x 4 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with one no 4 sqmm FR PVC insulated copper conductor single core cable for loop earthing etc as required

Copper sub main wiring in PVC conduit Wiring for sub main wiring with PVC insulated copper conductor single core in surface/recessed PVC conduit as required

2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring

2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring

Supplying and fixing following way three pole and neutral sheet MCB distribution board 415 volts on surface/recessed complete with tinned copper bush bars ,neutral link, earth bar, din bar, detachable gland plate inter connection phosphatised and power painted including earthing etc as required (but with out mcb / rccb / Isolator) (4 +12 ) double door horizontal type

Supplying and fixing 5 amp to 32 amp, rating 240 volts, B series miniature circuit breaker of single poles in existing MCB DB complete with connecting ,testing, and commissioning etc 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 following sizes of PVC conduct along with accessories in surface / races including cutting the wall and making good the same in case of recessed conduit as required

PVC con 20 mm PVC pipe

PVC con 25 mm PVC pipe

Installation commissioning and testing Ceiling Fan

Carriage of ceiling fan and regulator

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

Supplying ,fitting and fixing breas batten/ angle holder including connection etc.

Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3 pin 5/6 amp modular type switch, connection, painting etc as required.

Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 6 pin 5/6 amp and 15/16 amp socket outlet and 15/16 amp modular type switch, connection, painting etc as required.

Supplying and drawing co-axial T.V. cable RG-06 grade 0.7 nn solid copper conductor PE insulated seilded with fine tinned cover braid and protected with PVC sheath in the existing surface / recessed steel/ PVC conduit as required.

Supplying and fixing modular switch / socket on the existing modular plate and switch box including connection but excluding modular plate etc,as required. TV antenna socket out put

Supplying ,fitting and fixing modular base and cover plate on existing modular metal boxes etc as required.

Cost of Earthing with G.I. earth pipe 4.5 M long 40mm dia G.I.Pipe 600mm x 600mm x 6mm thick copper earth plate, and 8 SWG copper wire including cost of making 1.2x1.2x3m deep pit and filling with charcoal ,salt all complete as per electrical rule

BOUNDARY/ COMPOUND WALL (1644.00M)

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.

Earth work in excavation in foundation trenches in hard soil (vide classification of soil item B) and disposal of excavated earth so 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 specification and direction of E/I. Excavation Qty.

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, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume).

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 metal grade - III ( 50mm to 25mm 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. Qnty in Foundation:

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm 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. Qnty in Foundation:

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Stiffners with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band at lintel level with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.

Providing Centaring & Shuttering including strutting, Propping etc &all Complete.

For RCC Work in Foundation

For RCC Siffners

For RCC Band at Plinth & Lintel Level

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 snow cerm 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. .

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 lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Cost of Gate (10 Nos)

Earth work in excavation in foundation trenches in hard soil (vide classification of soil item B) and disposal of excavated earth so 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 specification and direction of E/I. Excavation Qty.

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, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume).

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 metal grade - III ( 50mm to 25mm 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.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 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.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Column with approved quality of stone metal grade - III ( 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.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Band at Plinth level with approved quality of stone metal grade - III ( 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.

Providing Centaring & Shuttering including strutting, Propping etc &all Complete.

For RCC Work in Foundation

For RCC Column

For RCC Bend at Plinth & Lintel Level

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 lead of 50m and lift of 1.5 M all complete as per building specification & 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 25x25x6mm M.S angle farme 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 direction of E/I.

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

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Approach road (680 meter)

Embankment :- Construction of embankment with approved meterial obtained from borrow pits with a lift 1.5 M transporting to site spreading,grading to required slope and compacting to meet requirement of to tables 300.1 and 300.2 with a lead upto 1000 M as per technical specification 301.5.

(A) By Mix in Place Method Construction of granular sub base by providing well graded material, spreading in layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401

Cement Concrete Pavement :- Construction of un-reinforced dowel joints at expaction and construction joint only plain cement concrete pavement thickness as per design over a with shovels rakes compacted using prepared sub base with 43 grade cement or any other type as per clouse 1501.2.2 M-30 (grade) coarse not exceeding 25 mm mixed in concrete mixer of not less than 0.2 cum capacity and appropenate weigth bacher using approved mixed design laid in approved fixed side fromwork (steel channal laying and fixing of 125 micron thick polythene film wedges steel plates including leveling the fromwork as per drawing), spreading the concrete with shovels rankes compacted using needle seed and plate vibrators and finished in contaction and empanction contraction jointing appling debonding strips primer sealant dowel bars near approches to bridge/culvert and contraction joints admixtures as approved curring of concrete slabs for 14 days using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clouse 1501

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1 no frament weighing less than 25 kg laid dry complete as per drawing and technical specification clause 1301

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

Cement 10 KM lead

Sand 36 KM lead

Stone/Stone Chips 11 KM lead

RCC Riser for Rising Main

E/W in exavation in foundation trenches in ordinary soil (vide classified of soil item a) & disposal of excavated earth as obtained ta a distance upto 50 M included all lifts, leveelling 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 & watering in layer not exceeding 150 mm thick with all leads and lift including cost of all materials, labour, royalty and taxes all complete as per building specification & 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 royality all complete as per building specification and direction of E/I.

Providing PCC M100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade -III (50 mm to 25 mm size)clean coarse sand of F.M 2.5 To 3 including screening, shuttering, mixing cement concrete in water & placing in position, vibrating, striking, curring taxes & royality all comlete as per building specification & direction of E/I.

Providing RCC M-200 with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 25 to 3 Excluding screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating stiking curring (but excluding the cost of reinforcement), taxes & rayality all complete as per building specification & direction of E/I.

Proving RCC M-200 in columns with approved quality of stones chips 20 mm to 6 mm size graded and clean coarse sand of F.M 5 to 3 including shutters screening mixing cement concrete in mixer and placing in position vibrating striking, curing taxes & royality all complete as per building specification & direction E/i.

Providing Tor Steel reinforcement of 10mm,12mm & 16 mm dia bars as per approved design & drawing excluding carriage of M.S bars to work site, cutting ,bending and binding with anealed wire with cost of wire, removal of rust,placing therods in position all complete as per building specification and direction of 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 lift of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

NATIONAL HIGHWAY CROSSING (3 Nos.)

Manufacturing, providing and supplying spirally welded /ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates,gas cutting to requried size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck,transport to stores, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc, complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).

For 200 mm dia DI Pipe - 350 mm dia 10 mm thick (For Casing Pipe)(3 Nos.)(40 M Each)

Installation of product pipe by Guided Auger Boring method including making of entry and exit pits, all related civil works like excavation , shoring / strutting, etc., shielded excavation through auger boring process, lowering of pipe segments in the jacking pit,laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instructions of the Engineer -in-charge all complete except the cost of the pipe . Average cover of 1.5M depth below G.L (upto 100 meter installation lenght ) In hard soil

Above 300 mm Dia to 450 mm Dia

Providing and applying graphite prime of first inferol 49 W emaline 05/58 pipe cost or any other equivelent approved paint to the internal surface of pipe line at sight.

First Coat

Second Coat

House Connection (25935 Nos)

Earth work in excavation(as per IS 3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of E/I.(For soil item B)

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.royality and taxes all complete as per building specification and direction 0f E/I.(mde of measurement compacted volume)

Providing a PCC M-150 in nominal mix of(1:2:4)in foundation with approved quality of stone chips 20mm to including screening,shutteing,mixing cement concrete in mixer and placing a position,vibrating,striking,curing,taxes and loyality complete all as per building specification and direction of E/I

Earth work in backfilling the trenches after laying different types and size of pipes with earth removed during exacavation within initials leads and lifts as per building specification and direction of E/I

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

Providing and supplying Blue MDPE pipes confirming to ISO 4427:1996 manufactured from vrgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET(india)/DVM/KWA/SPGN etc for usage in drinking water with quality system. This 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 (20mm)

providing and supplying G.I. Pipes (tata and equivalent make) for usage in drinking water with quality system. The cost shall include testing of al materials all taxes central state, municipal , inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. (15mm)

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 C30machine, electric mirror/ heater / but fusion welding machine with hydraulic jack, top loading clamp etc. pump and accessories fro hydraulic testing and all labours as direted by E/I as per IS-7634 part-2 (20mm)

Supplying labours and tools fro fixing G.I. Pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, celling 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 (3mm dia)

Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I (20mm dia)

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 (20 mm dia)

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

20mm dia Elbow

15mm dia Elbow

20mm dia reducing socket

20 mm dia nipple

15 mm dia nipple

20mm dia union socket

15mm dia socket

20mm dia socket

Carriage of materials

Operation & Maintenance for Five years (excluding energy charge)

O/M work with Labour component & Materials for 1st Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 2nd Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 3rd Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 4th Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 5th Year

As per SBD Section - 5 Clouse 9.10

Part Barhi Rural Water Supply Scheme

WTP (Conventional Water Treatment Plant-3.10 MLD)

Designing (asthetically) providing, constructing and commissioning conventional water treatment plant consisting of all 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 antitermite treatment to entire structure below ground level, Mechanical and Electrical components of various sub works as given below, including necessary hydraulic testing, structural testing, equipment testing and trail run for 3 months etc. compete as directed by Engineer-in-Charge. (Turn-Key Job).

Aeration Fountain Plan area not less than 0.625 square meter per MLD

Ventury Flume With necessary devices, consisting of simple mechanical indicator. (Pedastal type gauge)

Flash mixer Rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec-1vane mixer type conferming to I.S. 7090 of 1985

Flocculator Confirming to I.S. 7208 of 1974 (type C) with detention period of 30 minutes.

Clarifier Horizontal flow cicular tank, detention period 2-5 hours , overflow rate 30 cubic meter per day ( to be specified) , Weir loading not more than 300 cubic meter per meter per day , with mechanical sludge scaper confirming to I.S. 10313 1982 with necessary inlet arrangements

Rapid Sand Filters and Filter House Filter designed for filtration rate of 5.000 litres per square metre per hour, minimum 2 beds for plant upto 10 MLD, for larger plants as specified,filters to be located in filter house with roof slab,pipe gallery and platform minimum 5.5 metre in width with constsnt rate filtration or declining rate filtration

a. Filter Sand Effective size 0.45 to 0.70 mm, uniformity coefficient not more than 1.7 nor less than 1.3m depth of water over sand 0.75 m, free board 50 cm, gravel 0.45m in depth, sand and gravel confirming to I.S. 8491(I) - 77, backwash by airwash, standard appurtenances( to be specified), rate of flow controller, filter gauge, sand expansion gauge, etc.

b. Wash Water Tank Capacity to be specified and suitable to supply water to wash specified number of filter beds at a time 12 min @ 600 lit/sqm/min. under a head of 12 m at under a drain

c. Wash Water Pumps Capacity to fill water tank in 1 hour with 100% standby.

d. Air Blowers Capable of delivering 600 LMP per square metre of free air, of filter area at 0.4 kg/square cm at the underdrains (100% standby) for period of 5 min

Chemical House in Two Storeys

a. Ground Floor to accommodate 7 days alum requirement and sundry storage.

b. First Floor to accommodate alum and lime tanks, chain pulley block etc.

c. Solution tanks Minimum 3 tanks (one for preparation, second for dosing and third as standby), each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30 M, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only) confirming to I.S. 9222 part-I 1979.

Pure Water Sump and Pump House.

a. Capacity of sump One hour of designed flow. b. Pump House Pump House of required size over the sump or by the side.

Store House Suitable for alum storage of three months and 7 days temporary storage,7 days TCL requirement in monsoon with 20% extra capacity for other sundry articles.

Vaccum feed type chlorinator - make to be approved. By MJP a. Confirming to I.S. 10533 - A Part -II 1983. b. Chlorinator equipment and container room to confirm to I.S. 10553 Part - I 1983. c. 100% standby shall be provided.

By pass arrangements - C.I. Or M.S. pipes.i) By passing all units of T.P. (ii) By passing flash mixer, clariflocculator. (iii) by passing flash mixer,clariflocculator and filter units.

Disposal of waste from WTP; Safe disposal arrangement to nearby naala including cost of pipe

For WTP capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pumping machinary, rising main etc. complete

Drainage arrangements To decent all units of WTPwith CI pipes upto boundary of each unit and further extension with RCC pipes to nearby nalla.

Electrical installation Both internal and external including entire plant area.

Laboratory equipment as per requirement (to specified during tendering).

Sanitary blocks Carpet area-15 square metre minimum upto 25 mld and 25 squre metre above 25 mld

Administrative block and internal road To accommodate office room. Chlorine room laboratory room,panel board room, blower room etc. and WBM road to connect all units from main gate of plot.

Rates given below are inclusive of uplift pressure if any and dewatering during entire work.

Disposal of waste from WTP; safe disposal arrangement to nearby nalla including cost of pipes.

For WTP of capacity 30 mld and more and additional arranangement for backwash water recycle shall be provided,including sump,pumping machinery, rising main etc. complete.

All pipes conduits channel with 22% overloading.

These rates are applicable for seimic zones-2,3 and 4.

All RCC structures shall be constructed in m-300.

All pipes and conduits channel with 20% overloading capacity.

Capacity of Conventional WTP – 3.10 MLD

Mechanical & Electrical Part at WTP

Supply, installation, testing and commissioning of Centrifugal Pump pumpsets with allied equipment as under -

Providing , erecting and commissioning of Horizontal split casing/ Multi stage Vertical pump (make: Kirloskar / WPIL/ Mather & Platt) as per IS:5120, capable for required discharge and head (mention below), consisting of SS/bronze impellers, stainless steel pump shaft, etc. with all accessories coupled with energy efficient TEFC squirrel cage induction motor confirming toIEC-60034 or latest, having 10% more BHP than that of pump, operating on 900-1500rpm, 11KV, 3 PH, 50 HZ [make: Kirloskar /ABB/BHEL/ Marathon/ CGL] with suitable soft starter conforming relavent IS Code/ IEC all complete with required size of sluice valve and non- return valve standard fitting, strainers, reducer, foot valve, pressure gauge, MS delivery & Suction pipe, common header, PCC foundation, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of E/I. (Note:-Contractor will have to check the design of pump & motor and get it approved by the Department)

Discharge-2090 LPM,Head- 140 M (1W + 1S)

Supply, installation and commisioning of fully automatic star delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380-440 Volt, 3 Phase, 50 Hz with no volt coil, over load relay and on/off push buttons, with necessary material and connected to supply, etc all complete conforming relevent Indian standards/IE rules.

a) 120 HP/125 HP

Providing, erecting and commissioning of power wiring with required 300 Sq mm 3.5 core 1.1KV grade armoured Aluminium Cables, XLPE/PVC insulated armoured cable from Transformer to MCP at Clear Water Pump House. Laying, jointing and making proper terminations,etc. all complete.

Providing, erecting and commissioning of power wiring with required size 3 core 1.1KV grade armoured copper Cable, XLPE/PVC insulated armoured cable from MCP at Clear Water Pump House. Laying, jointing and making proper terminations,etc. all complete.

Earthing: making earthing as per IE Rule for each motors.

Lightening Arrester: installation of lightening Arrester over pump house and electric substation for Clear Water pumping plant as per IE rule.

Providing, erecting and commissioning of triple spur type chain pulley block suitable as below with 6m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carry ISI etc. all complete job.

Clear Water Rising main.

Providing and Supplying ISI mark centrifugally cast (spun) ductile iron pressure pipe for water works with socket and spigot ends confirming to IS 8329/2000 in standard lengths of class K-9 suitable for push-on-joint (Rubber gasket D jointing) with cement mortar lining inside the pipes with outside zinc and bituminous coating including transportation, taxes & duties contractor profit insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all complete. (including cost of one no. gasket for each pipe)

DI K-9,Dia 150 mm

DI K-9,Dia 200 mm

DI K-9,Dia 250 mm

Supplying labour tools and tackles for testing of laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 m meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.

DI K-9,Dia 150 mm

DI K-9,Dia 200 mm

DI K-9,Dia 250 mm

Providing and supplying lSI 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 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523

100-300 mm Dia

Supplying double flanged sluice valve confirming for IS 2906/14846 including warn gear arrengements as per test pressure stainless steel splindle /caps etc. complete (Sluice and scour valve) PN1.6 without by pass arrengement. FOR Jharkhand.

DI K-9,Dia 150 mm

DI K-9,Dia 200 mm

DI K-9,Dia 250 mm

Scour Valve 150 mm without bypass PN - 1

Providing and supplying Air Valves confirming to IS 14845 as per standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. Single Ball Air valve flanged type. PN-1.6

Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge

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 10 m and initial lift of 1.5 m as per specification amnd direction of E/I.

Supplying labours, tools , tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenches supplying rubber gasket (Rubber gaskets 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 ( Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per (I.S.S.3114-1985) as per design, specification and direction of E/I.

DI K-9,Dia 150 mm

DI K-9,Dia 200 mm

DI K-9,Dia 250 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.(for all class of valves).

Supplyng labour and tools for fixing CI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.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 volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.

Sluice valve 150 mm dia (IncludingScour Valve)

Sluice valve 200 mm dia

Sluice valve 250 mm dia

Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.

Construction of B.W. masonary valve chamber of size (1.50X1.20X1.80) m size

Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size

Supply all materials & construction of Thrust Block where required.

Above 150 mm Dia

200 mm Dia

Full-Bore Electromagnetic Flow Meter - Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO 4064, for Raw/Pure water with accuracy +/-0.5% of measured value & protection as per given specifications for size 100 mm-1000mm including sensor, transmitter surge arrestor, cable GI duct if suitable size for 25 mtrs built in GSM ( with Simcard and its charges,valid for 36 months) including the pipe cutting, leveling and installation of flow meter in the pipelines with necessary tool tackles, cranes including 36 months guarantee etc complete, as may be required at site & based on technical specifications.

For 250 mm dia at WTP

For 200 mm dia at ESR-1

For 300 mm dia at ESR-2

Elevated Service Reservoir (ESR)

Designing (aesthetically) and constructing RCC Elevated Service Reservoir of following capacity with RCC staging consisting of columns, internal and external bracing spaced vertically not more than 4.0 m centre to centre of ESR having capacity above 500 M³ & not more than 6 m c/c of E.S.R. having capacity 500 M³ including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 m, all labour and material charges including lowering, laying, erecting hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers water level indicators, lightning conductor, G.I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level, M.S. grill gate of 2 m height with locking arrangement of approved design B.B. masonary cambers for all valves, ventilating shafts providing and applying three coats of cement paint to the structure including roof slab an depoxy paint to internal surface and anti-termite treatnment for underground parts of the structure and giving satisfactory water tightness test as per IS Code. The job to include painting the name of the scheme and other details on the reservior as per the direction of E/I charge

The design of the structure be in accordance with relevant (I.S. 3370-2009 or revised)

The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic force and I.S. 11682-1985 for R.C.C. staging of overhead tanks.

For design having more than 6 columns, providing of internal bracing is obligatory, external bracing is also obligatory.

The entire structure shall be in M-250 mix only. However concrete in contact with water such as container, base slab, wall, roof slab & footing in water borne area shall be M-300.

Plain around mild steel bars grade I confirming to IS 432 part - I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed.

Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.

These rates are include providing, M.S. ladder for E.S.R.s upto 2 lakhs capacity and providing spiral staircase for ESR above 2 Lakh litres capacity.

Staging shall be designed with stresses of M-200 for ESR. However all RCC construction should be done in M-250 extra concrete in contact with water shall be design and constructed in M-300.

These rates are including the cost of uplift pressure if any and entire dewatering during and execution. In case of water logging area where water is stuck at shallow depth extra provision of dewatering shall be made as per site condition.

All condition given in the member secretary's circular no. MJP/TS-I/350/1668 dt 2.08.97 and MPJ/S-I/350/2127 dt 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.

RCC ESR at Zone - 1 Capacity 2.30 lakh Litre Staging Height - 24.00 m

RCC ESR at Zone - 2 Capacity 5.60 Lakh Litre Staging Height - 24.00 m

Distribution System

Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge.

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 10 m and initial lift of 1.5 m as per specification amnd direction of E/I.

Supplying tool cutting road as well restoring the same as per specification and direction of E/I

Pucca road-

Water Bound Macadam Road-

Dismantaling plain cement or lime concrete work including stacking servicable materials in countable stacks within 15 meter lead and sisposal of unservicable materials with all leads all complete as per direction of E/I.

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I.

Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.

Supplying centrifugally cast (spun) Ductile iron pressure pipes for water supply with socket and Spigot ends conforming to IS 8329/2000 in standard working lengths of class K-7 suitable for push-on-joint (Rubber gasket D jointing ) with cement morter lining inside surface and outside zinc coating with bituminous paint including all other taxes, insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all complete (including cost of rubber gasket along with each pipe)

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

300 mm dia pipe

90 mm dia HDPE (PE100-PN10)

Providing and supplying lSI 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 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523

Supplying labour tools and tackles for testing of Laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

300 mm dia pipe

90 mm dia. HDPE

Supplying labours, tools , tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenches supplying rubber gasket (Rubber gaskets 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 ( Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per (I.S.S.3114-1985) as per design, specification and direction of E/I.

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

300 mm dia pipe

Supplying labours and tools for laying and jointing H.D.P.E. pipes in trenches and making butt welded joint, supplying heating mirror, jack etc. and providing night guard, barrier and red light to safe guard against accident, all complete as per specification and direction of E/I.

90 mm dia. HDPE

Labour charge for one cutting of CI/DI pipe and specials including necessary tools and plants, chipping of filling surface finish as per specification and direction of E/I.

100 mm dia pipe

150 mm dia pipe

200 mm dia pipe

250 mm dia pipe

300 mm dia pipe

Labour charge for one cutting of HDPE/UPVC/AC pressure pipe and specials including necessary tools and plants, chipping of filling surface finish as per specification and direction of E/I.

90 mm dia. HDPE

Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6)

Sluice Valve-Dia100 mm

Sluice Valve-Dia150 mm

Sluice Valve-Dia 200 mm

Sluice Valve-Dia 250 mm

Sluice Valve-Dia 300 mm

90 mm dia. HDPE

Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worm gear arrangements as per test pressure satainless steel , spindle , caps including all transportation etc. complete.(PN-1 without byepass arrangement.)(for scour valve)

Scour Valve-Dia 100 mm

Supplyng labour and tools for fixing CI sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.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 volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.

Sluice Valve-Dia100 mm

Sluice Valve-Dia150 mm

Sluice Valve-Dia 200 mm

Sluice Valve-Dia 250 mm

Sluice Valve-Dia 300 mm

90 mm dia. HDPE

Scour Valve-Dia 100 mm

Providing and constructing B.B. masonary valve chamber with 15cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B masonery in CM 1:6 proportion precast RCC frame & cover, etc. complete as per directed by Engineer-in-charge.

Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50) m size

Construction of B.W. masonary valve chamber of size (1.20X1.5X1.80) m size

Staff Quarters

Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and Provision of twin type Staff Quarter etc. all complete job.

E / W in excavation in foundation trenches in ordinary soil (vide classification of soil item - 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 foundation trenches/ in plinth including ramming & watering in layers not exceeding 150mm thick with all leads, including cost of materials, labour, royalty & taxes all complete as per building specification & 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.

Providing P.C.C.M -100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade- III (50 mm to 25 mm size) clean coarse sand of F.M.2.5 to 3 including screening, shu ttering , mixing cement concrete in mixer & placing in position, vibrating, striking, curing, taxes & royalty all complete as per building specification & direction of Engineer-in-charge.

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

Providing R.C.C.M -200 with nominal mix of (1:1.5:3) in lintel with approved quality of stone ships 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 20mm to 6mm 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 sand 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 x 75 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 38mm 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 E/I.

Supplying, fitting & fixing M.S. Grill made of 20 x 6mm 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.)

Providing 25 mm thick precast R.C.C. M-200 with nominal mix of (1:1.5:3) jali with approved quality of stone chips of 6 mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mm thick M.S. wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) including cost of curing, scaffolding and finishing all complete as per building specification and direction of E/I.

Providing and fixing fan hook of 16 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 25 x 25 x 6mm. M.S. Angle frame of size 60 x 60 x 6 m m 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 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 12 mm thick cement plaster (1:6) 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.

Providing cement 1:3 (12mm ) plaster with cement mortar (1:3) using clean coarse sand finishing with neat punning a dado 6" (150 mm) high a side room and out side wall upto plinth level includng screening , curing with all leads & lifts of water , scaffolding , taxes and royalty all complete as per building specification & direction of E/I

Earth work in filling in foudation trenches & Plinth in layers not exceeding 150 mm thick well watered ,rammed ,fully compacted & fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of E/I ( Mode of measurement compacted volume)

Provliding average 150 mm thick dry rammed khoa beaten to 112 mm. ( compacted with water ) made of well burnt or jhama bricks includingramming properly tillcompacted 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 pannels 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 one brick on edge flooring in C.M (1:4) with top surface flush pointed in CM (1:4) approved quality of clean coarse sand of F.M 2 to 2.5 including the cost of screening ,raking out joints to 15 mm depth , curing taxes,royalty all complete as per building specification and direction (E/I)

Providing two snowcem of approved shade and makeover cost of cement primer 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.

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

Providing two coats of synthetic enamel paint of approved shade and make over new wooden surface including cleaning the surface after 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 rust ,dirt ,scales ,smokes and grease and cleaning the surface thouroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I

Providing two coats of synthetic enamel 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 8 mm dia as per approved design and drawing excluding carriage of 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 Specification and direction of E/I.TMT Fe 500 (Only valid for SAIL and TATA )

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Water Supply 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 direction 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.

(a) 19 mm thick

(b) 12 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.

(a) B/W in C.M (1:4)

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

(c) Brick work in dry masonry for soak pit.

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 Tor 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.

10 mm dia

Supplying fitting and fixing H.C.I. Pipe/ H.C.I. fitting of Approved make confirming to I.S.S 1729 including supplying nails and bobbins lead and yarn from making lead caulked joints including earth work or providing scaffolding as the case may be all complete as per specification and direction of E/I.

(a)100mm dia H.C.I. Tee.

(b) 100mm dia H.C.I. Band

(c) 50mm dia H.C.I. Cowel

(d) 50mm dia H.C.I. Vent pipe

(e) 100mm H.C.I. Pipe

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

(a) Brick –6 KM lead

(b) Sand -36 KM lead

(c) Stone chips -11 KM lead

(d) Steel 10 KM

(d) Cement- 10 KM lead

Electrical Works

Point wiring in PVC conduit with modular type switch wiring for light point /fan point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required

Wiring for twin control light point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with two way modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required

Wiring for light /power plug point with 2 x 4 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with one no 4 sqmm FR PVC insulated copper conductor single core cable for loop earthing etc as required

Copper sub main wiring in PVC conduit Wiring for sub main wiring with PVC insulated copper conductor single core in surface/recessed PVC conduit as required

2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring

2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring

Supplying and fixing following way three pole and neutral sheet MCB distribution board 415 volts on surface/recessed complete with tinned copper bush bars ,neutral link, earth bar, din bar, detachable gland plate inter connection phosphatised and power painted including earthing etc as required (but with out mcb / rccb / Isolator) (4 +12 ) double door horizontal type

Supplying and fixing 5 amp to 32 amp, rating 240 volts, B series miniature circuit breaker of single poles in existing MCB DB complete with connecting ,testing, and commissioning etc 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 following sizes of PVC conduct along with accessories in surface / races including cutting the wall and making good the same in case of recessed conduit as required

PVC con 20 mm PVC pipe

PVC con 25 mm PVC pipe

Installation commissioning and testing Ceiling Fan

Carriage of ceiling fan and regulator

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

Supplying ,fitting and fixing breas batten/ angle holder including connection etc.

Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3 pin 5/6 amp modular type switch, connection, painting etc as required.

Supplying ,fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 6 pin 5/6 amp and 15/16 amp socket outlet and 15/16 amp modular type switch, connection, painting etc as required.

Supplying and drawing co-axial T.V. cable RG-06 grade 0.7 nn solid copper conductor PE insulated seilded with fine tinned cover braid and protected with PVC sheath in the existing surface / recessed steel/ PVC conduit as required.

Supplying and fixing modular switch / socket on the existing modular plate and switch box including connection but excluding modular plate etc,as required. TV antenna socket out put

Supplying ,fitting and fixing modular base and cover plate on existing modular metal boxes etc as required.

Cost of Earthing with G.I. earth pipe 4.5 M long 40mm dia G.I.Pipe 600mm x 600mm x 6mm thick copper earth plate, and 8 SWG copper wire including cost of making 1.2x1.2x3m deep pit and filling with charcoal ,salt all complete as per electrical rule

BOUNDARY/ COMPOUND WALL (232.80 M)

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.

Earth work in excavation in foundation trenches in hard soil (vide classification of soil item B) and disposal of excavated earth so 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 specification and direction of E/I. Excavation Qty.

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, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume).

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 metal grade - III ( 50mm to 25mm 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. Qnty in Foundation:

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm 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. Qnty in Foundation:

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Stiffners with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in band at lintel level with approved quality of stone chips 20 mm to 6mm size graded and 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(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.

Providing Centaring & Shuttering including strutting, Propping etc &all Complete.

For RCC Work in Foundation

For RCC Siffners

For RCC Band at Plinth & Lintel Level

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 snow cerm 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. .

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 lead of 50m and lift of 1.5 M all complete as per building specification & direction of E/I

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Cost of Gate (2 Nos)

Earth work in excavation in foundation trenches in hard soil (vide classification of soil item B) and disposal of excavated earth so 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 specification and direction of E/I. Excavation Qty.

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, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume).

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 metal grade - III ( 50mm to 25mm 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.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade - III ( 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.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Column with approved quality of stone metal grade - III ( 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.

Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in Band at Plinth level with approved quality of stone metal grade - III ( 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.

Providing Centaring & Shuttering including strutting, Propping etc &all Complete.

For RCC Work in Foundation

For RCC Column

For RCC Bend at Plinth & Lintel Level

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 lead of 50m and lift of 1.5 M all complete as per building specification & 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 25x25x6mm M.S angle farme 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 direction of E/I.

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

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Approach road (80 meter)

Embankment :- Construction of embankment with approved meterial obtained from borrow pits with a lift 1.5 M transporting to site spreading,grading to required slope and compacting to meet requirement of to tables 300.1 and 300.2 with a lead upto 1000 M as per technical specification 301.5.

(A) By Mix in Place Method Construction of granular sub base by providing well graded material, spreading in layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401

Cement Concrete Pavement :- Construction of un-reinforced dowel joints at expaction and construction joint only plain cement concrete pavement thickness as per design over a with shovels rakes compacted using prepared sub base with 43 grade cement or any other type as per clouse 1501.2.2 M-30 (grade) coarse not exceeding 25 mm mixed in concrete mixer of not less than 0.2 cum capacity and appropenate weigth bacher using approved mixed design laid in approved fixed side fromwork (steel channal laying and fixing of 125 micron thick polythene film wedges steel plates including leveling the fromwork as per drawing), spreading the concrete with shovels rankes compacted using needle seed and plate vibrators and finished in contaction and empanction contraction jointing appling debonding strips primer sealant dowel bars near approches to bridge/culvert and contraction joints admixtures as approved curring of concrete slabs for 14 days using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clouse 1501

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1 no frament weighing less than 25 kg laid dry complete as per drawing and technical specification clause 1301

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

Cement 10 KM lead

Sand 36 KM lead

Stone/Stone Chips 11 KM lead

RCC Riser for Rising Main

E/W in exavation in foundation trenches in ordinary soil (vide classified of soil item a) & disposal of excavated earth as obtained ta a distance upto 50 M included all lifts, leveelling 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 & watering in layer not exceeding 150 mm thick with all leads and lift including cost of all materials, labour, royalty and taxes all complete as per building specification & 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 royality all complete as per building specification and direction of E/I.

Providing PCC M100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade -III (50 mm to 25 mm size)clean coarse sand of F.M 2.5 To 3 including screening, shuttering, mixing cement concrete in water & placing in position, vibrating, striking, curring taxes & royality all comlete as per building specification & direction of E/I.

Providing RCC M-200 with nominal mix of (1:1:2) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 25 to 3 Excluding screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating stiking curring (but excluding the cost of reinforcement), taxes & rayality all complete as per building specification & direction of E/I.

Proving RCC M-250 in columns with approved quality of stones chips 20 mm to 6 mm size graded and clean coarse sand of F.M 5 to 3 including shutters screening mixing cement concrete in mixer and placing in position vibrating striking, curing taxes & royality all complete as per building specification & direction E/i.

Providing Tor Steel reinforcement of 10mm,12mm & 16 mm dia bars as per approved design & drawing excluding carriage of M.S bars to work site, cutting ,bending and binding with anealed wire with cost of wire, removal of rust,placing therods in position all complete as per building specification and direction of 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 lift of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

NATIONAL HIGHWAY CROSSING (3 Nos.)

Manufacturing, providing and supplying spirally welded /ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates,gas cutting to requried size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck,transport to stores, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc, complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).

For 200 mm dia DI Pipe - 350 mm dia 10 mm thick (For Casing Pipe)(3 Nos.)(40 M Each)

Installation of product pipe by Guided Auger Boring method including making of entry and exit pits, all related civil works like excavation , shoring / strutting, etc., shielded excavation through auger boring process, lowering of pipe segments in the jacking pit,laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instructions of the Engineer -in-charge all complete except the cost of the pipe . Average cover of 1.5M depth below G.L (upto 100 meter installation lenght ) In hard soil

Above 300 mm Dia to 450 mm Dia

Providing and applying graphite prime of first inferol 49 W emaline 05/58 pipe cost or any other equivelent approved paint to the internal surface of pipe line at sight.

First Coat

Second Coat

House Connection (6526Nos)

Earth work in excavation(as per IS 3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of E/I.(For soil item B)

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.royality and taxes all complete as per building specification and direction 0f E/I.(mde of measurement compacted volume)

Providing a PCC M-150 in nominal mix of(1:2:4)in foundation with approved quality of stone chips 20mm to including screening,shutteing,mixing cement concrete in mixer and placing a position,vibrating,striking,curing,taxes and loyality complete all as per building specification and direction of E/I

Earth work in backfilling the trenches after laying different types and size of pipes with earth removed during exacavation within initials leads and lifts as per building specification and direction of E/I

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

Providing and supplying Blue MDPE pipes confirming to ISO 4427:1996 manufactured from vrgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET(india)/DVM/KWA/SPGN etc for usage in drinking water with quality system. This 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 (20mm)

providing and supplying G.I. Pipes (tata and equivalent make) for usage in drinking water with quality system. The cost shall include testing of al materials all taxes central state, municipal , inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. (15mm)

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 C30machine, electric mirror/ heater / but fusion welding machine with hydraulic jack, top loading clamp etc. pump and accessories fro hydraulic testing and all labours as direted by E/I as per IS-7634 part-2 (20mm)

Supplying labours and tools fro fixing G.I. Pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, celling 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 (3mm dia)

Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I (20mm dia)

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 (20 mm dia)

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

20mm dia Elbow

15mm dia Elbow

20mm dia reducing socket

20 mm dia nipple

15 mm dia nipple

20mm dia union socket

15mm dia socket

20mm dia socket

Carriage of materials

Operation & Maintenance for Five years (excluding energy charge)

O/M work with Labour component & Materials for 1st Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 2nd Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 3rd Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 4th Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 5th Year

As per SBD Section - 5 Clouse 9.10

Add @ 9% CGST

Add @ 9% SGST

Add @ 1% Labour Cess

M/s GCKC Projects and Works Pvt Ltd