Mega Water Supply Scheme along ring road From Getalsud Dam to Hatia Dam Including Institutional Demand And Ratu Block (H.Q.) and Chuttu Neori and adjoining Villages RWSS District- Ranchi on Turnkey basis.

Amount

Intake Well With Pump House

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand construction of R.C.C Intake well 10 M Dia and 15.39 M Depth Excluding 6 M Height of Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

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

Extra for earthwork in all kinds of Soil for each additional lift of 1.0M or part thereof over the initial lift of 1.5m as per specification and direction of E/I.

1st lift

2nd lift

Earthwork in excavation of foundation trenches of toe wall ,spillway ,head regular or intake well and outlet etc. as per designed section in ordinary rock or soft rock (Vide classification of soil item-c) with disposal soil (beyond 50 M from the edge of the trenches) with initial lead of 150 m.and lift of 1.5 M as per specification and direction of E/I (soft rock where blasting is not required and approved by the concerned Chief Engineer)

2nd lift

3rd lift

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

3rd lift

4th lift

10th lift

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

Plain cement concrete in Well Foundatin complete as per drawing and technical specifications. Well staining PCC M-30 Grade

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

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

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

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

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

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

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

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

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

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

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

Providing and fixing of ball bearing for rolling shutters

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

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

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

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

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

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

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

Prov. & fixing M.S Sluice gate in position do-do (as per MJP 21-22 item 12, page 239) sec-M

Prov. & fixing M.S rose piece in intake well do-do (as per MJP 21-22 item 13, page 239) sec-M

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

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

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Gangway160 M long and 4.0 M wide

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

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

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

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

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

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M 25 .Case I - Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height above 10m Bracing = 2.40 x 0.25 x 0.35 x 5 no.= 1.05 In Gangway floor beam ,Bracing

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

Providing Tor steel reinforcement of 10mm, 12mm and 16mm dia bare as per approved design and drawing excluding carriage of MS bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete job as per specification a n d directionof E/I. 1.2 %

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

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

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

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

Carriage of materials from divisional store or kiln site or quarry site to work site including contract prof it loadi ng , unloading , transportation, etc. all complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone Chips 11 KM lead

Coffer Dam & Dewatering

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

Provision made for this item as per time of schedule given in department office order 197 dated 05.09.2013 of dwsd memo no.3825 dt.05.09.2013 and time schedule given in contract data of SBD during january to mid june month and approved given by field officer EE, SE and other. coffer dam design and drawing will have to be approved as per prevailing condition by competent authority.

For Intake Well

For Gangway

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

For Intake Well

For Gangway

(Mechanical & Electrical at Intake)

Doing survey, Collecting field data, designing, getting it approved by competent authority and Raw water pumping Machinery discharge of 12600 LPM against a total head of 92 M (4W +2S) with all complete job (Please refer to Section 5,Sl. 2.4 of SBD for detailed specification )

Raw water Pumpsets:-Supplying, installation & commissioning of water lubricated, single/ Multi stage, Radial/ Mixed flow, Vertical Turbine Pump having discharge 12600 lpm against a total head of 92 m of Kirloskar/ WPIL /Mather & Platt make confirming to IS: 1710/1972, consisting of bowl assembly dynamically balanced S.S./bronze impellers, stainless steel pumpshaft and line shaft of 8m flanged column assembllies of 1.5m length and with 9mm thick MS fabricated column assembly, with strainers, Non reverse ratchet coupling; coupled with Energy efficient squirrel cage induction Motor having 10% more BHP than that of pump, of Kirloskar / ABB/ CGL/ SIEMENS / Marathon make, as per IEC 60034 or latest standards operating on 11 KV, 3 Phase, 50 C/S, A.C Supply having speed 1500 rpm, with suitable Starters for each pump sets conforming relavent IS Code/ IEC, including construction of Pump sets foundation, erection and doing alignment, with pressure gauge, foot valve and stainer, standard fittings, reducers, dismentaling joints, NR valves, Sluice valves, Butterfly valves, Zero velocity valves, M.S Delivery Line /Pipe, Common Header , with all other piping work including jointing , Fabrication,fitting & Fixing ,etc. all complete as per Indian standard specification and direction of E/I.

Discharge- 12600 LPM , Head - 92.0 M Approx. 370 HP (11KV H.T) ( 4 W+ 2 S )

KVARH, Avg pf, avg voltage, avg frequency, run hour, no of interruptions, % total harmonics distortion of all 3 phases voltage & current, KVA, instant & maximum demand with day, date & time of maximum demand ence , high - low profile records with 4 peaks & 4 lows for V,A,F &PF and all power parameters with day, date & time of occurrence, shall be compatible with Transformer protection for Bucholtz relay, oil temperature & winding temperature with alarm & trip provision, 8 stage annunciator window shall be provided with VCB for all relays, Mechanical operation counter, Electrical release coil of 110V ,spring charging motor 230V AC shunt trip coil of 110V, C&R Panel is instaled in MCC room of ESS. Suitable rating of batteries & Battery chargers and Suitable Earthing, to be provided. Make- L&T /ABB / Schnieder/Siemens and any other reputed make confirming to the relevant I.S. code.

Capacitor Banks with APFC Panel :- Supply, installation and commissioning of 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 Suitable Earthing, etc. all complete conforming to Latest IS

Circular EOT Crane-Designing Providing, erecting Commissioning single girder Circular Over Head Traveling Crane of 7.50 Tonne capacity with 8 m lift with wire rope hoist, class II duty, all 3 motions electrically oparated by suitable rating motor IP 54, control panel, etc. all complete as per latest IS specification.

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

Safety Items :- Supplying and erecting Fire fighting system, emergency light with inverter and battery, display boards at pumphouse and ESS, safety gadgets e.g. hand gloves, gumboot, helmet, First aid box, insulation pad near each electrical controls and equipments, maintenance and measuring tools tools etc. as per requirement, standards and IE rule.

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

(a) Cost of 240 Sq.M.M. x 3 core XLPE Aluminum armoured 11 KV grade cable including laying, jointing & teminating (with suitable Jointing & termination kits) on cable tray along gangway from Transformer to each of the HT panel in the Intakewell pumphouse.

(b) Cost of 150 Sq.M.M. x 3 core XLPE 11 KV grade Aluminum armoured cable including laying, jointing & teminating (with suitable Jointing & termination kits) on floor from HT Panel to Starter/APFC/motors.

(c) Cost of 120 Sq.M.M. x 3.5 core XLPE 1.1 K.V grade Aluminum armoured cable including laying, jointing & teminating (with suitable Jointing & termination kits) on cable tray along gangway from Transformer to each of the HT panel in the Intakewell pumphouse

(c) Cost of 25 Sq.M.M. x 3.5 core XLPE 1.1 K.V grade Aluminum armoured cable including laying, jointing & teminating (with suitable Jointing & termination kits) on cable tray as per requirement in the Intakewell pumphouse.

Raw Water Rising Main

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

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

Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained ( the edge of the trenches ) with initial lead of 150 m and initial lift of 10 m as per specification amnd direction of E/I.

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

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

Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15 meter lead and disposal of un-serviceable 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 stone chips 20 mm -6 mm size graded and clean coarse sand of FM 2.5 to 3.0 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.

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

DI Pipe for water works with socket & spigot ends in standard working lengths 4.5 , 5.5 , 6 m for classification k-9 suitable for push on joint (rubber gasket D Jointing ) with cement mortar lining inside the pipe with outsite zinc and bituminous coating (including cost of one no gasket for each pipe). the rates are FOR jharkhand at Ranchi but exclusive of GST. Conforming to IS 8329/2000 .

Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes complete as per I.S. 9523 class K-12 2% F.O.R Jharkhand

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

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

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

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

200 mm Scour Valve

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

200 mm Scour Valve

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

(Double Ball Flanged Type Air Valve P.N 1.6 Dia-200 mm

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

(Double Ball Flanged Type Air Valve P.N 1.6 Dia-200 mm

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

Providing and supplying ISI Mark CI/DF Reflax Valves Non Return Valve of Following Dia Including all Taxes such as GST Leveed by GOI and GOM in all Respect railway freight inspection charge unlodeing from railway wagon , Loading into Truck Transportation upto departmental stroes/ Site unloading staciking etc. Complete . Reflax Valves as per IS 5312 Part-1 (1984) without bypass arrangement pn 1.6

Lowering, laying and jointing in position Following CI /DFReflex Valves /Buttery Fly Valves and Sluice Valve including cost of all labour jointing material , including nut bolt and giving satisfactroy hydraulic testing etc complete (rate for all class of Valves) .

Supply all materials & construction of Thrust Block where required as per enclosed Annexure-2

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

Water Treatment Plant (W.T.P.)

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and necessary equipment for designing & construction of Conventional WTP of 72.50 MLD capacity. With all complete job. (Please refer to Section 5,Sl. 2.3 of SBD)

Cost of 72.50 MLD Water Treatment Plant

(Mechanical & Electrical at WTP)

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

Clear Water Pumpsets at WTP:- Supply, installation, testing and commissioning of Horizontal spit casing pumpsets with allied equipment as under-

Clear Water Pumping from WTP to Central University : - Providing, erecting and commissioning of Horizontal split casing/ Multi stage Centrifugal 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 to lEC-60034 or latest, having 10% more BHP than that of pump, operating on 1500rpm, 11KV, 3 PH, 50 HZ [make: Kirloskar / ABB/ SIEMENS/ Marathon/ CGL] with suitable Starters for each pump sets 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/l. (Note:-Contractor will have to check the design of pump & motor and get it approved by the Department)

Discharge- 12600 LPM , Head - 138.0 M (11 KV HT) ( 4 WORKING+ 2 STANDBY)

KVA, KVAR, KVAH, KWH, KVARH, Avg pf, avg voltage, avg frequency, run hour, no of interruptions, % total harmonics distortion of all 3 phases voltage & current, KVA, instant & maximum demand with day, date & time of maximum demand ence , high - low profile records with 4 peaks & 4 lows for V,A,F &PF and all power parameters with day, date & time of occurrence, shall be compatible with Transformer protection for Bucholtz relay, oil temperature & winding temperature with alarm & trip provision, 8 stage annunciator window shall be provided with VCB for all relays, Mechanical operation counter, Electrical release coil of 110V ,spring charging motor 230V AC shunt trip coil of 110V, C&R Panel is installed in MCC room of ESS. Suitable rating of batteries & Battery chargers and Suitable Earthing, to be provided. Make- L&T /ABB / Schnieder/Siemens and any other reputed make confirming to the relevant I.S. code.

Capacitor Banks with APFC Panel :- Supply, installation and commissioning of 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, Suitable Earthing, etc. all complete conforming to Latest IS

Circular EOT Crane-Designing Providing, erecting Commissioning single girder Circular Over Head Traveling Crane of 10 Tonne capacity with 8 m lift with wire rope hoist, class II duty, all 3 motions electrically oparated by suitable rating motor IP 54, control panel, etc. all complete as per latest IS specification.

Safety Items :- Supplying and erecting Fire fighting system, emergency light with inverter and battery, display boards at pumphouse and ESS, safety gadgets e.g. hand gloves, gumboot, helmet, First aid box, insulation pad near each electrical equipments, maintenance and measuring tools tools etc. as per requirement, standards and IE rule.

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

(a) Cost of 300 Sq.M.M. x 3 core XLPE Aluminum armoured 11 KV grade cable including laying, jointing & teminating (with suitable Jointing & termination kits) on cable tray from DP structure to each of the HT panel in the WTP.

(b) Cost of 240 Sq.M.M. x 3 core XLPE 11 KV grade Aluminum armoured cable including laying, jointing & teminating (with suitable Jointing & termination kits) on floor from HT Panel to Starter/APFC/motors.

(c) Cost of 120 Sq.M.M. x 3.5 core XLPE 1.1 K.V grade Aluminum armoured cable including laying, jointing & teminating (with suitable Jointing & termination kits) on cable tray from DP structure to each of the LT panel board in the WTP

(c) Cost of 25 Sq.M.M. x 3.5 core XLPE 1.1 K.V grade Aluminum armoured cable including laying, jointing & teminating (with suitable Jointing & termination kits) on cable tray as per requirement in the WTP pump house.

Boundary wall with Gate (2935.20 RMT) including 18 Nos. Gate

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

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

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

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

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

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

Centering and Shuttering

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

Centering and Shuttering

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

Centering and Shuttering

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

Centering and Shuttering

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

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

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

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

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

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

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

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

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone Chips 11 KM lead

Staff Quarters (2 Nos.)

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

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

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming & watering in layers 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 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. 2.5to 3 including screening,shuttering ,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 75 A 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, cost of screening materials, 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 . 2.0 to 2.5 including providing 10 mm 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-150 with nominal mix of (1:2:4) chajja with approved quality of stone chips 20 mm to 6 mm size graded &clean coarse sand of F.M. 2.5 to 3 including making drip course in concrete, screening ,centering, shuttering & mixing cement concrete in mixer & placing in position vibrating,striking, 6 mm cement plaster (1:4) in ceiling & sides of chajja with 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 ships 20 mm to 6 mm size Graded & clean coarse sand of FM 2.5 to 3.0 including screening,centering,shuttering ,mixing cement concrete in mixer & placing in position, vibrating,striking, curing (but excluding the cost of reinforcement) taxes &royalty all complete as per building specification&direction of the E/I.

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

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

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

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

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

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

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

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

Filling in foundation trenches &plinth in layers not exceeding 150 mm.thick well watered, rammed, fully compacted &fine dressed with earth obtained from excavation of foundation trenches withi 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).

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

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

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

Providing two 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.

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

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

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

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

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

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

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone chips 11 KM lead

Metal 11 KM lead

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

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

i) 25mm GI. Pipe.

ii) 15 mm GI. Pipe.

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

i) 15 mm GI. Pipe

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

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

(a) Elbow 15 mm dia

(b) Tee plane 15mm dia

(c) Nipple 15mm dia.

(d) Union Socket 25mm dia

(e) Union Socket 15mm dia

(f) Brass bib cock 15mm dia

(g) C.I stop cock 15mm dia

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

(i) Reducing Socket 25x15mm

(j) Tee 25x25x15mm dia

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

Septic Tank and Soak Pit

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

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

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

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

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

19 mm thick

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

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

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

Brick work in dry masonry for soakpit

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

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

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

100 mm dia HCI Band

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

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

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

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

Carriages of materials

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

Cement 10 KM lead

Sand 36 KM lead

Stone chips 11 KM lead

Bricks 6 KM lead

Steel 10 KM lead

Electrical Works

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

Short point

medium point

long point

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

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

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

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

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

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

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

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

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

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

S/F indicator light as required

S/F fuse on the board as required

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

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

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

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

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

Clear Water Rising Main

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

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

Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (the edge of the trenches ) with initial lead of 150 m and initial lift of 10 m as per specification amnd direction of E/I.

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

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

Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15 meter lead and disposal of un-serviceable 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 stone chips 20 mm -6 mm size graded and clean coarse sand of FM 2.5 to 3.0 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.

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

DI Pipe for water works with socket & spigot ends in standard working lengths 4.5 , 5.5 , 6 m for classification k-9 suitable for push on joint (rubber gasket D Jointing ) with cement mortar lining inside the pipe with outsite zinc and bituminous coating (including cost of one no gasket for each pipe). the rates are FOR jharkhand at Ranchi but exclusive of GST. Conforming to IS 8329/2000 .

Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes complete as per I.S. 9523 class K-12 2% F.O.R Jharkhand.

350 mm to 600 mm

600 mm and above

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

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

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

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

100 mm Scour Valve

150 mm Scour Valve

200 mm Scour Valve

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

100 mm Scour Valve

150 mm Scour Valve

200 mm Scour Valve

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

(Single Ball Flanged Type Air Valve P.N 1.6 Dia-25 mm

(Single Ball Flanged Type Air Valve P.N 1.6 Dia-40 mm

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

(Double Ball Flanged Type Air Valve P.N 1.6 Dia-80 mm

(Double Ball Flanged Type Air Valve P.N 1.6 Dia-100 mm

(Double Ball Flanged Type Air Valve P.N 1.6 Dia-150 mm

(Double Ball Flanged Type Air Valve P.N 1.6 Dia-200 mm

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

(Single Ball Flanged Type Air Valve P.N 1.6 Dia-25 mm

(Single Ball Flanged Type Air Valve P.N 1.6 Dia-40 mm

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

(Double Ball Flanged Type Air Valve P.N 1.6 Dia-80 mm

(Double Ball Flanged Type Air Valve P.N 1.6 Dia-100 mm

(Double Ball Flanged Type Air Valve P.N 1.6 Dia-150 mm

(Double Ball Flanged Type Air Valve P.N 1.6 Dia-200 mm

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

900 mm Dia

Supply all materials & construction of Thrust Block where required as per enclosed Annexure-2

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

Intermediate Under Ground SUMP

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and equipment for designing & construction of Ground Service Reservoir (SUMP) all complete job. (Please refer to Section 5,Sl. 2.8.1 of SBD)

Desiging (aesthetically) and constructing RCC ground service reservoirs / RCC sumps in M-300 mix . Of required capcity including excavation in all types of strata , foundation concrete , container wells, bottom slab top RCC roof slab / or dome , 20 mm thick cement plaster with water proofing compound in CM1:3 proportion to inside face of the container , including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material changes for laying and jointing of pipe assembly for inlet , outlet washout , over flow and bye -pass arrangement consisting of C.I/ M.S D/.F pipes , specials and valves of gavin diameter , provinding and fixing accessories such as M.S ladder inside and outside , C.I Manhole frame and cover , at top slab , B.B masonry chamber for all valves , ventilating shafts , including giving satisfactory hydrauli test and water tightness test as pes IS coade and providing three cost of cement paints to all expose surface of structure including roof surface etc. complete as per design data , criteria , obligatory requirements and detailed specifications.

Anti - termite treatment shall be givien for under ground portion of the structure.

The designing shell be in accordance with various relevant I.S specification (I.S 456/2000, I.S 3370-1965 or revised)

Only M.S bar grade I conforming to I.S 432 part -I or high yield strength deformed bars conforming to I.S 1786 or I.S 1139 shall be used Grade -II M.S bars shal not be ussd.

Entire Structure shell be in M-300

The scope of pipe assembly work shall be upto 5 m beyond out side face of the well , cost of pipe valves and specials is not included in the rate but leber cost for laying and jointing is included.

The G.S.R / Sump above 15 laks liters capcity shell be in two compartment .

The job includes designing the structure for up lift pressure and dewatering if required during entire execavted stuff within lead of 50 m as directed by Engineer -in-change . If up lift considered in design , then these rate shell be increased by 7.5%.

G.S.R outlets shell be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate .Sump well includes cost of suction pit required at bottem.

for pipe diameter upto 300 mm only C.I pipe and C.I specials shell be used. Four pipe diameter above 300 mm ,M.S. pipe and specials minimum 10 mm thick be used with proper anti corrosive epoxy treatment from inside and outside.

Cost of pump house is not included in these rates .

Above rates are applicable for sismic Zone 2, 3 and 4 .

75% part shall be payable for reinforcement, concrete and plastering items of all types of G.S.R.s and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete.

10% shall be added for sump if over head pump house is proposed.

Note-Conditions from Sr.No-1 to 11 shall form a part and parcel of tender and and must be included in the draft tender papers for work of R.C.C. GSRs and Sumps.

Capacity of Sump - 4500 KL

Estimate of Intermediate Pump House Size (10.0 x 4.0 x 4.5 ) M

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, buliding 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 150 mm 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 75A one bick flat soling joints 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..5 to 3 including screening, suttering ,mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer - in - charge.

Centring and Shuttering

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 and clean coarse sand of F.M. 2.5 to 3 in cluding screening ,centering , suuttering , 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 & direction of E/I.

Centring and Shuttering

Providing R.C.C. M- 200 with nominal mix of (1:1.5:3) in beam of all types with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, centering, 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 & direction of E/

Centring and Shuttering

Providing R.C.C. M- 200 with nominal mix of (1:1.52:3) in band at lintel level 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 (but excluding the cost of reinforcement) taxes and royalty all complete, as per building specification of E/I. Band at Plinth Level

Centring and Shuttering

Providing R.C.C. M- 200 with nominal mix of (1:1.5:3) in beam of all types with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, centering, 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 & direction of E/I. Lintel

Centring and Shuttering

Providing R.C.C. M- 200 with nominal mix of (1:1.5:3) in beam of all types with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, centering, 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 & direction of E/I. Roof Beam

Centring and Shuttering

Providing R.C.C. M- 200 with nominal mix of (1:1.5:3) in beam of all types with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, centering, 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 & direction of E/I. Roof Slab

Centring and Shuttering

Providing designation 75A brick work in C.M. (1:6) in foundation and 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, raking out joints to 15 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing 25 mm thick damp proof coarse with cement concrete M-200 with nominal mix of (1:1.5:3) 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, and mixing cement concrete in mixer with 5% cico or any other approved water proofing compound and placing in position, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing designation 75A brick work in C.M. (1:6) in foundation and 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, raking out joints to 15 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.

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

Providing and fixing of ball bearing for rolling shutters

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

Supplying, fitting and fixing M.S. grill made of 20 x 6 mm M.S. Flat as per approved design and drawing, properly fabricated with joints continious fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. (Where materials 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 and lifts of water, scaffolding taxes and royalty all complete as per building specification and 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 and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification a n d direction of E/I. (Mode of measurement compacted Volume)

Providing 50 mm thick cement concrete flooring (1:2:4) with 20mm to 6mm size graded stone chips finished with flooring coat of neat cement in panels icluding cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes and royalty with all complete as per building specification and direction of E/I.

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

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

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

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

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

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

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone chips 11 KM lead

Estimate for Clear Water Puming machinery & allied works at Sump at Central University Campus

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

Clear water Pumpsets : Supplying, installation & commissioning of water lubricated, Horizontal split casing/Multistage centrifugal pump [make: Kirloskar / WPIL / Mather & Platt] as per IS: 5120, capable for required discharge against total head coupled with energy efficient TEFC & IE3 squirrel cage induction motor conforming to IS: 325 & IEC 63400-1 , operating on 415 V, 3 Phase, 50 C/S, A.C Supply having speed 1500 rpm having IE3 rating [make: Kirloskar /SIEMENS/ ABB / Marathon / CGL] with a suitable Type coupling (UNIQUE make) and mounted on a common M.S. fabricated Base plate including construction of foundation, erection and doing alignment ,with pressure gauge, Suitable size of NR valves, Sluice valves, Butterfly Valve & foot valve and stainer, Piping work for Suction & Delivery line, common header & other piping works, standard fittings all complete as per site requirement and direction of E/I.

Clear Water Pumping from SUMP (at Central University Campus) to IIM,AMITY & Others : -UGR-1 to Part-2 :- Discharge = 8600 LPM, Head = 70 m (2W + 2S )

Clear Water Pumping from SUMP (at Central University Campus) to Central University & IIIT : - Discharge =5500 LPM, Head = 35 m (2W + 2S )

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

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

a) Incoming feeder- 1000 A TPN 415V ACB with thermal release range, adjustable and breaking capacity with rotary operating mechanism handle of make L&T/ SIEMENS/ Schneider- 1no.

b) Outgoing feeder- 160A TP 415V MCCB having thermal release range, adjustable and breaking capacity with rotary operating mechanism handle of make L&T/SIEMENS/ Schneider- 4no. and 1no. Spare feeder.

b) Outgoing feeder- 500A TP 415V MCCB having thermal release range, adjustable and breaking capacity with rotary operating mechanism handle of make L&T/SIEMENS/ Schneider- 4no. and 1no. Spare feeder.

c) Bus Bar- 4 pole 1000A 415V copper strip bus bar enclosed in MS sheet, etc. all complete job- 1no.

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

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

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

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

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

(a) Cost of 400 Sq.M.M. x 3.5 core XLPE Aluminum armoured 1.1 KV grade cable including laying on cable tray from Transformer to LT Panel in the pump house with suitable number of runs.

(b) Cost of 35 Sq.M.M. x 3.0 core XLPE 1.1 KV grade solid/ stranded unarmoured copper conductor with 6 mm thick cable including laying on wall/floor from LT Panel to Starter & Motors.

(b) Cost of 150 Sq.M.M. x 3.0 core XLPE 1.1 KV grade solid/ stranded armoured copper conductor with 6 mm thick cable including laying on wall/floor from LT Panel to Starter & Motors.

Circular EOT Crane-Designing Providing, erecting Commissioning single girder Circular Over Head Traveling Crane of 5 Tonne capacity with 8 m lift with wire rope hoist, class II duty, all 3 motions electrically oparated by suitable rating motor IP 54, control panel, etc. all complete as per latest IS specification.

Providing and erecting Earthing with all equipment & accessories , including connecting with all motors and other electrical equipments as per IE rule & IS 3043.

Lighting : Supplying and doing electrical wiring and internal and external lighting i.e. Lighting for entire plant area at clear water plant with LED luminaries as required and as per direction of E/I.

Additional Items : Supplying and erecting lightening arrester for pump house , Fire fighting system, emergency light with inverter and battery, display boards at pumphouse and ESS, safety gadgets e.g. hand gloves, gumboot, helmet, First aid box, insulation pad near each electrical controls and equipments, maintenance and measuring tools tools etc. as per requirement, standards and IE rule.

R.C.C Riser for Rising Main(400 Nos.)

E/W in excavation in foundation trenches in ordinary soil (vide classification of soil item-A ) & disposal of excavated earth as obtained to a distance upto 50 M including all lifts, levelling ,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 or in plinth including ramming & watering in layers 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 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 , shuttering,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 RCC M-200 with nominal mix of (1:1.5:3) in foundation and plinth 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 (but excluding the cost of reinforcement), 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 columns 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 shuttering screening mixing cement concrete in mixer and placing in position vibrating striking , curing , taxes and royalty all complete as per building specification and direction of Engineer - in - charge .

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

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

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone chips 11 KM lead

Elevated Service Reservoir (ESR's)

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

The Design of the structure be in accordance with relevant (I.S.3370-1965 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.

Plain round mild steel bars grade-I confirming to I.S., 432 Part-I or high yield strength deformed bars confirming to I.S. 1786 or I.S.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 Liters Capacity and Providing spiral staircase for E.S.R. above 2 lakhs liters 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 designed & constructed in M=300

These rates are including the cost of uplift pressure if any and entire dewatering during execution.In case of water logging area where water is struck 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.

75% part rate shall be payable for reinforced concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete.

The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet,outlet washout overflow and by - pass arrangement.The scope of work,however includes cost of erecting,laying and jointing of pipes and valves including cost of jointing materials upto 5M beyond outer face of outermost column.

For ESR upto 500 cum capacity C.I.D. double flanged pipes upto 300mm dia shall be provided and C.I.Specials shall be used.For ESR above 500 cum capacity C.I./M.S . pipes assembly with minimum 10 mm thickness above 500mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside.

Below mentioned rates are for foundation,with individuals footing with bearing capacity of 30 tonnes per square meter.For raft foundations ,these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5M.T,per Sq.m and by 5% where SBS is more than 5MT/Sqm.and upto 10 MT/Sq.m This percentage of 5% or 7.5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevant DSR Item.

The rates shall be increase by 30% for bearing piles upto depth of 10m and for further increased in depth by 5M each it shall be increased by another 10% These rates are applicable where raft is not feasible for pile foundation sulfate resistant cement shall only be used.Single Pile for the column is not permitted Group of piles shall be designed with pile cap for each column of ESR.

These rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in the staging height as below:

12 to 16 M Staging -2% per meter

16 to 20 M Staging-3% per meter

20 M and above -4% per meter

Following Rates are for seismic zone III .For zone IV ,these rates shall be Increased by 5% and for zone II,these rates shall be decreased by 5%.Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zone .Plan before estimation and adopt appropiate rates as per actual sesimic zones.(Seismic maps attached in this CSR.)

Notes:

Conditions from Sr.No. 1 to 10 shall form a part and parcel of the tender paper and must be included in the draft tender papers for works of R.C.C. ESR.

Conditions from Sr.No. 11 to 16 are for estimation purpose only and shall not appear in the tender.

(ESR-01 Capacity - 750 K.L., Staging - 13.00 m)

(ESR-02 Capacity - 650 K.L., Staging - 24.00 m)

(ESR-03 Capacity - 1050 K.L., Staging - 18.00 m)

(ESR-04 Capacity - 1675 K.L., Staging - 24.00 m)

(ESR-05 Capacity - 375 K.L., Staging - 11.00 m)

(ESR-06 Capacity - 650.00 K.L., Staging - 8.00 m)

(ESR-07 Capacity - 225.00 K.L., Staging - 13.00 m)

(ESR-08 Capacity - 950 K.L., Staging - 24.00 m)

(ESR-09 Capacity - 250 K.L., Staging - 8.00 m)

(ESR-10 Capacity - 350 K.L., Staging - 8.00 m)

(ESR-11 Capacity - 650 K.L., Staging - 24.00 m)

(ESR-12 Capacity - 1150 K.L., Staging - 23.00 m)

(ESR-13 Capacity - 370 K.L., Staging - 24.00 m)

(ESR-15 Capacity - 310 K.L., Staging - 21.00 m)

Ground Service Reservoir (GSR forZone-14)

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and equipment for designing & construction of Ground Service Reservoir all complete job. (Please refer to Section 5,Sl. 2.8.1 of SBD)

Desiging (aesthetically) and constructing RCC ground service reservoirs / RCC sumps in M-300 mix . Of required capcity including excavation in all types of strata , foundation concrete , container wells, bottom slab top RCC roof slab / or dome , 20 mm thick cement plaster with water proofing compound in CM1:3 proportion to inside face of the container , including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material changes for laying and jointing of pipe assembly for inlet , outlet washout , over flow and bye -pass arrangement consisting of C.I/ M.S D/.F pipes , specials and valves of gavin diameter , provinding and fixing accessories such as M.S ladder inside and outside , C.I Manhole frame and cover , at top slab , B.B masonry chamber for all valves , ventilating shafts , including giving satisfactory hydrauli test and water tightness test as pes IS coade and providing three cost of cement paints to all expose surface of structure including roof surface etc. complete as per design data , criteria , obligatory requirements and detailed specifications.

Anti - termite treatment shall be givien for under ground portion of the structure.

The designing shell be in accordance with various relevant I.S specification (I.S 456/2000, I.S 3370-1965 or revised)

Only M.S bar grade I conforming to I.S 432 part -I or high yield strength deformed bars conforming to I.S 1786 or I.S 1139 shall be used Grade -II M.S bars shal not be ussd.

Entire Structure shell be in M-300

The scope of pipe assembly work shall be upto 5 m beyond out side face of the well , cost of pipe valves and specials is not included in the rate but leber cost for laying and jointing is included.

The G.S.R / Sump above 15 laks liters capcity shell be in two compartment .

The job includes designing the structure for up lift pressure and dewatering if required during entire execavted stuff within lead of 50 m as directed by Engineer -in-change . If up lift considered in design , then these rate shell be increased by 7.5%.

G.S.R outlets shell be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate .Sump well includes cost of suction pit required at bottem.

for pipe diameter upto 300 mm only C.I pipe and C.I specials shell be used. Four pipe diameter above 300 mm ,M.S. pipe and specials minimum 10 mm thick be used with proper anti corrosive epoxy treatment from inside and outside.

Cost of pump house is not included in these rates .

Above rates are applicable for sismic Zone 2, 3 and 4 .

75% part shall be payable for reinforcement, concrete and plastering items of all types of G.S.R.s and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete.

10% shall be added for sump if over head pump house is proposed.

Note-Conditions from Sr.No-1 to 11 shall form a part and parcel of tender and and must be included in the draft tender papers for work of R.C.C. GSRs and Sumps.

Capacity of GSR (Zone-14) - 130 KL

Distribution System

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

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

Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained 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 tools and cutting road as well restoring the same as per specificat i o n and direction of E/I a) Pucca Road (Except Black top only taken out material to be used) for cutting road as per requirement.

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

Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15 meter lead and disposal of un-serviceable 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 stone chips 20 mm -6 mm size graded and clean coarse sand of FM 2.5 to 3.0 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.

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

DI Pipe for water works with socket & spigot ends in standard working lengths 4.5 , 5.5 , 6 m for classification k-7 suitable for push on joint (rubber gasket D Jointing ) with cement mortar lining inside the pipe with outsite zinc and bituminous coating (including cost of one no gasket for each pipe). the rates are FOR jharkhand but exclusive of GST Conforming to IS 8329/2000 .

Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes complete as per I.S. 9523 class K-12 . 5% F.O.R Jharkhand

350 mm to 600 mm

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

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

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

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

100 mm Scour Valve

150 mm Scour Valve

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

100 mm Scour Valve

150 mm Scour Valve

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

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

House Connection (35901+270=36171)

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

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

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

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

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

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

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

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

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

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

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

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

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

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

20 mm dia ELBOW

15 mm dia ELBOW

20mm dia Reducing socket

20mm dia Nipple

15mm dia Nipple

20mm dia Union Socket

15 mm dia Socket

20mm dia socket

Carriage of Materials

Estimate Of Pipe Carring Bridge On River Swernrekha 120 M Long x 3.0 M Width

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

Initial Lift

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

Initial lift

1st lift

2nd lift

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

2nd lift

3rd lift

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

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

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

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

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

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

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

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

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

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

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

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone chips 11 KM lead

Estimate Of Pipe Carring Bridge On (River Cheri ii) 100 M Long x 3.0 M Width

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

Initial Lift

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

Initial lift

1st lift

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

1st lift

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

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

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

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

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

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

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

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

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

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

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

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone chips 11 KM lead

Estimate Of Pipe Carring Bridge On River Jumar 90 M Long x 3.0 M Width

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

Initial Lift

1st Lift

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

1st lift

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

1st lift

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

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

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

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

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

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

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

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

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

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

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

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone chips 11 KM lead

Estimate of Pipe Carring Bridge on River Jumar 90 M Long x 3.0 M Width

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

Initial Lift

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

1st lift

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

1st lift

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

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

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

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

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

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

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

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

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

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

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

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone chips 11 KM lead

Estimate of Road Crossing

Instalation 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 augor boring processes , lowering of pipe segment in the jacking pit , laying and jointing of product pipeline through jacking peocess 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. In Stoney Soil .

Casing Pipe of 1200 mm Dia ( Pipe Layng Dia 900 mm Length 200 M)

Casing Pipe of 1100 mm Dia ( Pipe Layng Dia 800 mm Length 80 M)

Casing Pipe of 1000 mm Dia ( Pipe Layng Dia 700 mm Length 100 M)

Casing Pipe of 900 mm Dia ( Pipe Layng Dia 600 mm Length 100 M)

Casing Pipe of 800 mm Dia ( Pipe Layng Dia 500 mm Length 200 M)

Casing Pipe of 700 mm Dia ( Pipe Layng Dia 400 mm Length 80 M)

Casing Pipe of 600 mm Dia ( Pipe Layng Dia 300 mm Length 280 M)

Casing Pipe of 500 mm Dia ( Pipe Layng Dia 250 mm Length 120 M)

Casing Pipe of 400 mm Dia ( Pipe Layng Dia 200 mm Length 400 M)

Casing Pipe of 300 mm Dia ( Pipe Layng Dia 150 mm Length 80 M)

Manufacturing , providing and supplying spirally welded/ERW/SAW Fabricated M.S. Pipe (Commercial Quality) Including Procurements of plates , Gas Cutting to Required size rolling tack welding assembeling in suitable lenghts to from pipes , welding on automatic welding machine and forming V edge on both ends of pipes including all satatutary duites and taxes such as GST Levied by GOI and GOM in all respect , railway freight , instruction unloading from railway wagon, loading into truck , transport to stores /site , unloading , stacking , etc, complete as per IS-3589 and IS 5504 as applicable as per specifications ( no negative tolerance in thickness is permissible)

Casing Pipe of 1200 mm Dia 8 mm thickness

Casing Pipe of 1100 mm Dia 8 mm thickness

Casing Pipe of 1000 mm Dia 8 mm thickness

Casing Pipe of 900 mm Dia 8 mm thickness

Casing Pipe of 800 mm Dia 8 mm thickness

Casing Pipe of 700 mm Dia 8 mm thickness

Casing Pipe of 600 mm Dia 8 mm thickness

Casing Pipe of 500 mm Dia 8 mm thickness

Casing Pipe of 400 mm Dia 8 mm thickness

Casing Pipe of 300 mm Dia 8 mm thickness

Railway Crossing

Instalation 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 augor boring processes , lowering of pipe segment in the jacking pit , laying and jointing of product pipeline through jacking peocess 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. In Stoney Soil .

Casing Pipe of 500 mm Dia ( Pipe Layng Dia 300 mm Length 150 M)

Manufacturing , providing and supplying spirally welded/ERW/SAW Fabricated M.S. Pipe (Commercial Quality) Including Procurements of plates , Gas Cutting to Required size rolling tack welding assembeling in suitable lenghts to from pipes , welding on automatic welding machine and forming V edge on both ends of pipes including all satatutary duites and taxes such as GST Levied by GOI and GOM in all respect , railway freight , instruction unloading from railway wagon, loading into truck , transport to stores /site , unloading , stacking , etc, complete as per IS-3589 and IS 5504 as applicable as per specifications ( no negative tolerance in thickness is permissible)

Casing Pipe of 500 mm Dia 8 mm thickness

Operation & Maintenance for Five years

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

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

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

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

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

Ratu Block H.Q and Adjoining Villages Rural Piped Water Supply Scheme

CLEAR WATER SUMP

Desiging (aesthetically) and constructing RCC ground service reservoirs / RCC sumps in M-300 mix . Of required capcity including excavation in all types of strata , foundation concrete , container wells, bottom slab top RCC roof slab / or dome , 20 mm thick cement plaster with water proofing compound in CM1:3 proportion to inside face of the container , including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material changes for laying and jointing of pipe assembly for inlet , outlet washout , over flow and bye -pass arrangement consisting of C.I/ M.S D/.F pipes , specials and valves of gavin diameter , provinding and fixing accessories such as M.S ladder inside and outside , C.I Manhole frame and cover , at top slab , B.B masonry chamber for all valves , ventilating shafts , including giving satisfactory hydrauli test and water tightness test as pes IS coade and providing three cost of cement paints to all expose surface of structure including roof surface etc. complete as per design data , criteria , obligatory requirements and detailed specifications.

Anti - termite treatment shall be givien for under ground portion of the structure.

The designing shell be in accordance with various relevant I.S specification (I.S 456/2000, I.S 3370-1965 or revised)

Only M.S bar grade I conforming to I.S 432 part -I or high yield strength deformed bars conforming to I.S 1786 or I.S 1139 shall be used Grade -II M.S bars shal not be ussd.

Entire Structure shell be in M-300

The scope of pipe assembly work shall be upto 5 m beyond out side face of the well , cost of pipe valves and specials is not included in the rate but leber cost for laying and jointing is included.

The G.S.R / Sump above 15 laks liters capcity shell be in two compartment .

The job includes designing the structure for up lift pressure and dewatering if required during entire execavted stuff within lead of 50 m as directed by Engineer -in-change . If up lift considered in design , then these rate shell be increased by 7.5%.

G.S.R outlets shell be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate .Sump well includes cost of suction pit required at bottem.

for pipe diameter upto 300 mm only C.I pipe and C.I specials shell be used. Four pipe diameter above 300 mm ,M.S. pipe and specials minimum 10 mm thick be used with proper anti corrosive epoxy treatment from inside and outside.

Cost of pump house is not included in these rates .

Above rates are applicable for sismic Zone 2, 3 and 4 .

75% part shall be payable for reinforcement, concrete and plastering items of all types of G.S.R.s and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete.

10% shall be added for sump if over head pump house is proposed.

Note-Conditions from Sr.No-1 to 11 shall form a part and parcel of tender and and must be included in the draft tender papers for work of R.C.C. GSRs and Sumps.

Total Cost of UGR./Sump (Capacity 450KL)

CLEAR WATER RISING MAIN

Providing and Supplying ISI mark Confirming to IS-8329/2000 centrifugally cast (spun) DI pipe for water works with socket and spigot ends in standard working lengths of 4.5,5.5 & 6 m for classification 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 cost of one gasket for each pipe) Note: - Rates are F.O.R. Jharkhand but excluding of GST.

DI K-9 ,Dia 200 mm

Supplying Labours Tools and Tackles for Testing of Lead CI or UPVC or HDPE or AC or DI pressure Pipe up to 60 m head of water all complete as per specification direction EI (Water to be supplied free of cost departmentally)

DI K-9 ,Dia 200 mm

Providing and supplying ISI standard DI specials & fittings with sealing rubber gasket of SBR, complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI Pipes complete as per IS - 9523 Class K-12. Note: -Rates are F.O.R. Jharkhand but excluding of GST.

Up to 300mm

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-P.N-1.6)(With E.D)

Sluice valve PN 1.6

DI K-9 ,Dia 200 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 transportation on up to departmental stores/site unloading and stacking etc.complete. P.N.1.6

50 mm Dia. (above 150 mm dia & up to 400 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 (b)For classification of soil item -B

DI K-9 ,Dia 200 mm

Earth Work in excavation of foundation trenches as per design section in ordinary or soft rock (vide classification of soil item-C) and disposal of excavated materials so obtained (10 M away from the edge of the trenches with initial lead of 150M and initial lift of 1.5m as per specification and direction of E/I.(in ordinary or soft rock where blasting is not required)

DI K-9 ,Dia 200 mm

Supplying labours ,tools, tackles lubricant etc. for laying and jointing DI/C.I.S/S Tyton pipes (class LA) trenched 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.(without gasket)

DI K-9 ,Dia 200 mm

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

50 mm Dia. (above 150 mm dia & up to 400 mm dia)

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

DI K-9 ,Dia 200 mm

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

Construction of B.W.masonry valve chamber of size 1.50x1.20 x1.80 mt.asper enclosed annexure.

Supply all materials & construction of Thrust Block where required.( 200 mm )

Electrical & Mechanical Part of Clear Water Pumping Machinery at Sump

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

Providing , erecting and commissioning of Multi stage/HSC Centrifugal pump (make: Kirloskar / WPIL/ Mather & Platt) as per IS:5120, capable for discharging-1200 & 1530 LPM against a head of 31 & 40 m , consisting of bronze impellers, stainless steel pump shaft, etc. with all accessories coupled with energy efficient (IE3) TEFC squirrel cage induction motor confirming to IS:325 and IS:12615,having 10% more BHP than that of pump, operating on 1500rpm,415V,3 PH,50 HZ [make: Kirloskar /ABB /CGL /Marathon] 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, 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- 1200 LPM, against the head of 31 m, (1W + 1S)

Discharge- 1530 LPM, against the head of 36 m, (1W + 1S)

Providing, erecting and commissioning of assembled fully automatic star delta starter, in a provided cubical panel to operate squirrel cage industion motor working on 380-440 volt, 3 phase, 50 Hz with no volt coil, over load relay and ON/OFF push button, with necessary material and connected

Providing, erecting and commissioning of Power wiring with required 120 Sq mm 3.5 core 1.1KV grade armoured Aluminum 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 3.0 core 1.1KV grade unarmoured copper Cables, XLPE/PVC insulated unarmoured cable from MCP to motors at Clear Water Pump House. Laying, jointing and making proper terminations,etc. all complete.

Earthing: Providing, erecting and commissioning of earthing as per IS 3043 with all equipments & materials for each motors.

Providing, erecting and commissioning of internal & external lightning by doing wiring and instllation lumenaries e.g.. Suitable wattage of LED light fittings in pump house, etc. all complete as per equipment.

Supplying, installation & commissioning of Lightening arrestor for Pump house, fire fighting system (2 nos.), first aid (2 nos.), Rubber matting (2 nos.) for electrical equipments, etc. for pump house.

Providing , erecting and commissioning of triple spur gear type chain pulley block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50 % overload as per IS 3832 carrying ISI Mark with travelling tolley

Elevated Service Reservoir

Designing (aesthetically),and Constructing RCC Eelevated Service Rreservoirs of following capacity with RCC staging consisting of columns,internal and external bracings spaced vertically not more than 4.5 meters centre to centre of E.S.R 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 meters,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,lightening conductor,G.I pipe railing around walk way and top slab,providing spiral stairs case from ground level to roof level,M.S Gril Gate of 2 Mtrs height with locking arrangement,of approved Design B.B Masony Cambers for all valves,ventilating shafts providing and appling three coats of cement paint to the structure including roof.

The Design of the structure be in accordance with relevant (I.S.3370-1965 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.

Plain round mild steel bars grade-I confirming to I.S., 432 Part-I or high yield strength deformed bars confirming to I.S. 1786 or I.S.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 Liters Capacity and Providing spiral staircase for E.S.R. above 2 lakhs liters 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 designed & constructed in M=300

These rates are including the cost of uplift pressure if any and entire dewatering during execution.In case of water logging area where water is struck 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.

75% part rate shall be payable for reinforced concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete.

The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet,outlet washout overflow and by - pass arrangement.The scope of work,however includes cost of erecting,laying and jointing of pipes and valves including cost of jointing materials upto 5M beyond outer face of outermost column.

For ESR upto 500 cum capacity C.I.D. double flanged pipes upto 300mm dia shall be provided and C.I.Specials shall be used.For ESR above 500 cum capacity C.I./M.S . pipes assembly with minimum 10 mm thickness above 500mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside.

Below mentioned rates are for foundation,with individuals footing with bearing capacity of 30 tonnes per square meter.For raft foundations ,these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5M.T,per Sq.m and by 5% where SBS is more than 5MT/Sqm.and upto 10 MT/Sq.m This percentage of 5% or 7.5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevant DSR Item.

The rates shall be increase by 30% for bearing piles upto depth of 10m and for further increased in depth by 5M each it shall be increased by another 10% These rates are applicable where raft is not feasible for pile foundation sulfate resistant cement shall only be used.Single Pile for the column is not permitted Group of piles shall be designed with pile cap for each column of ESR.

These rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in the staging height as below:

12 to 16 M Staging -2% per meter

16 to 20 M Staging-3% per meter

20 M and above -4% per meter

Following Rates are for seismic zone III .For zone IV ,these rates shall be Increased by 5% and for zone II,these rates shall be decreased by 5%.Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zone .Plan before estimation and adopt appropiate rates as per actual sesimic zones.(Seismic maps attached in this CSR.)

Notes:

Conditions from Sr.No. 1 to 10 shall form a part and parcel of the tender paper and must be included in the draft tender papers for works of R.C.C. ESR.

Conditions from Sr.No. 11 to 16 are for estimation purpose only and shall not appear in the tender.

ESR- Zone-1, 460 KL, 20 M STAGING

ESR- Zone-2, 510 KL, 19 M STAGING

DISTRIBUTION SYSTEM

Earthwork in excavation ( As per I.S 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 (b) As per classification of soil item -B

Earth Work in excavation of foundation trenches as per design section in ordinary soft rock (Vide classification of soil item-C) and disposal of excavated materials so obtained (50m away from the edge of the trenches) with initial lead of 10 M and initial lift of 1.5 m as per specification and direction of E/I in ordinary of soft rock (where blasting is not reqired ) Balance 20% of total Earth work of taken classification soil item -C

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

Puuca Road (Except black top only taken out material to be used) for cutting road as per requirement.Assuming 40% of total road cutting.

Water bound Macadam road ( taken out material will be used ) for cutting road as per reuirement .

Dismaitaling Plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15 meter lead and disposal of un- serviceable 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 -6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening shuttering mixing cement concrete in mixer and placing in position vibrating Striking cuiring taxes and royalty all complete as per building specification and direction of E/I.

Earth work in back filling the trenches after laying different types and sies of pipes with earth removed during excavation within initial lead and lift as per specification and design of Engineer -in- charge (for classification of Soil item B & C )

Providing and Supplying ISI mark Confirming to IS-8329/2000 centrifugally cast (spun) DI pipe for water works with socket and spigot ends in standard working lengths of 4.5,5.5 & 6 m for classification K-7 suitable for push on joint (Rubber gasket D Jointing) with cement mortar lining inside the pipes with outside zinc and bituminous coating (including cost of one gasket for each pipe) Note: - Rates are F.O.R. Jharkhand but excluding of GST.

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

Providing and supplying ISI standard DI specials & fittings with sealing rubber gasket of SBR, complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI Pipes complete as per IS - 9523 Class K-12. Note: -Rates are F.O.R. Jharkhand but excluding of GST. 5% of pipe cost

Supplying Labours Tools and Tackles for Testing of Lead CI or UPVC or HDPE or AC or DI pressure Pipe upto 60 m head of water all complete as per specification direction EI (Water to be supplied free of cost departmentally)

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

Supplying labours,tools tackles,lubricant etc for laying and jointing DI/C.I.S /S tyton pipes (class LA) trenches supplying rubbber gasket (Rubber gasket 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 depatmentally 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

150 mm dia

200 mm dia

250 mm dia

300 mm dia

Labour Charge for one cutting of cast iron/DI pipe & specials including supplying,necessary tools and plants,chipping or filling the surface finish as per specification and direction of E/I.

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

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-1.0 without byepass arrangement.)(Including 10% C.P. )

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

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.)(Including 10% C.P. for scour valve)

100 mm dia

Supplying Labour and tools for fixing CI sluice valve trenches with a pair of C.I Tail pair including making) flanged joints as per IS specification confirming to I.S.S 782-1978 confirming to I.S.S 6557-1972 and nuts and bolts confirming to I.S.S 1364 -1983).Including drilling holes in flanged if required as per specification and direction of E/I .

Sluice valve

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

Scour Valve

100 mm dia

Construction of B.W masonry valve chamber of size 1.20X0.90X1.50 mt.as per enclosed annexure.

STAFF QUARTER

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 or in plinth including ramming & watering in layers not exceeding 150mm 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 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, shuttering, 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 75 A 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, cost of screening materials, 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 75A brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, 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-150 with nominal mix of (1:2:4) chajja with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M. 2.5 to 3 including making drip course in concrete, screening , centering, shuttering & mixing cement concrete in mixer & placing in position vibrating, striking, 6 mm cement plaster (1:4) in ceiling & sides of chajja with and of F.M. 1.5, curing (but excluding the cost of reinforcement ) taxes and royalty all complete as per building specification of E/I.

Providing R.C.C. M-200 with nominal mix of (1:1:5:3) in roof slab with approved quality of stone ships 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 38 mm thick good quality well dressed and well seasoned Sal wood battened shutter ledged & braced in doors and windows with oxidized iron fitting such as hinges, sliding door bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand block as per schedule, taxes & royalty all complete as per building specification & direction of Engineer–in-Charge

Supplying, fitting & fixing M.S. Grill made of 20 x 6 cm 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.) '@40Kg/sqm (40x7.56m2)

Providing 25 mm thick precast R.C.C. M-150 with nominal mix of (1:2:4) 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 25x25x6mm. M.S.Angle frame of size 60 x 60 x 6 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 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 12 mm. cement plaster (1:3) with clean coarse sand of F.M. 1.5 and 1.5mm cement punning including screening, curing with taxes and royalty all complete as per building specification & direction of E/I.

Filling in foundation 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).

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

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

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

Providing two 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.

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

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

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

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

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

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

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone chips 11 KM lead

Metal 11 KM lead

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

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

i) 25mm GI. Pipe.

ii) 15 mm GI. Pipe.

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

i) 15 mm GI. Pipe

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

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

(a) Elbow 15 mm dia

(b) Tee plane 15mm dia

(c) Nipple 15mm dia.

(d) Union Socket 25mm dia

(e) Union Socket 15mm dia

(f) Brass bib cock 15mm dia

(g) C.I stop cock 15mm dia

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

(i) Reducing Socket 25x15mm

(j) Tee 25x25x15mm dia

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

Septic Tank and Soak Pit

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

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

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

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

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

19 mm thick

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

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

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

Brick work in dry masonry for soakpit

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

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

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

100 mm dia HCI Band

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

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

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

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

Carriages of materials

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

Cement 10 KM lead

Sand 36 KM lead

Stone chips 11 KM lead

Bricks 6 KM lead

Steel 10 KM lead

Electrical Works

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

Short point

medium point

long point

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

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

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

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

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

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

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

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

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

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

S/F indicator light as required

S/F fuse on the board as required

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

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

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

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

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

BOUNDARY WALL (349.20 M Long)

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

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

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

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

centering and shuttring

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

centering and shuttring

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

centering and shuttring

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

centering and shuttring

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

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

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

Providing Tor steel reinforcement of 10 mm ,12 mm , &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site , cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , Placing the rods in position all complete as per building specification and direction of E/I 1.00% of RCC work Total RCC= 5.15X1.00%X7.85

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

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

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone Chips 11 KM lead

Bricks 6 KM lead

Cost of Gate

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

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

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

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

centering and shuttring

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

centering and shuttring

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

centering and shuttring

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 1.00% of RCC work Total RCC= 1.09X1.00%X7.85

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

Supplying fitting & Fixing M.S. grill gate with M.S. grills made 20x6mm M.S. flat or 16mm M.S. square bars fitted 25x25x6 mm M.S. angle frame of size 60x60x6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C (1:2:4) blocks of required size, applying a priming red lead paint over steel work , taxes all complete as per drawing specification and direction of E/I.40kg/m2

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

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

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone Chips 11 KM lead

Bricks 6 KM lead

APPROCH ROAD

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 granual sub base by providing well graded material,spreading in layer with mortar grade on prepared surface,mixing by mix in place method with rotavater at OMC, and compecting with smooth wheel roller to achiver the desired dencity,complete as per technical specification clouse 401,

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 weigth as per table-1300.1 no frament weighing less than 25 kg laid dry complete as per drawing and technical specification clouse 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

Boulder 11 KM lead

HOUSE SERVICE CONNECTION (6069 nos.)

Earthwork 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, shards 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, Labour, royalty and taxes all complete as per building specification and direction of E/I (mode of measurement competed volume)-

Providing P.C.C. M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm is 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, string, curing, taxes and royalty all complete as per building specification and direction of E/I.

Earth work in beak filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction E/I.(For classification for Soil item –A & B.)

Providing 12mm, cement plaster (1:3) with clean coarse sand of F-M 1-5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction E/I-

Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Color only assurance certificate from quality agencies like WRC / CIPET (India) / DVGM/ KIWA / SPGN etc. for usage in Drinking Water with quality system The cost shall include testing of all materials, all taxes Central, Sate , Municipal, Inspection charges, transportation up to site, transit insurance, loading, as specified and directed. Unloading, stacking etc. complete as specified and directed.

20 mm dia

Providing and supplying G.I. pipes(Tata and equivalent make) for usage in drinking water with quality system. The cost shall include testing of all materials all taxes central ,state ,transitinsurance,loading,unloading,staking etc. all complete as per specified and directed.

15 mm dia

Lowering ,Laying and jointing HDPE Double Wall Corrugated Pipes for non pressure Underground drainage and Sewerage applications and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour material except O ring coupler giving satisfactory hydraulic testing as per relevant ISO etc. complete.

20 mm dia

Supplying labor and tools for fixing G.I. pipes with red lead and yarn of following nominal bore with screwed and coquetted joints on wall, calling and floor including supplying and fitting of wall hooks or pipe clamps, wo-iDen plugs, cutting pipe to size and threading ends if required etc. all complete as per specification and direction of engineer in charge (pipe with socket to be supplied departmentally free of cost)-

15 mm dia

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

1.3mm, 6mm and 10mm ferrule weight not less 425 Gms.

Providing and fixing Gun metal full way valve of approved quality all complete, as per specification and direction of E/I.

b)20mm dia and weight not less than 400 Gms.

Providing and fixing 15mm dia male ended C.I. b-iDy brass spindle valve and seat bib clock of approved quality (wt.- Not less than 400Gms. ) With extra socket all complete as per specification and direction E/I.

15 mm dia

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

20 mm dia Elbow

15 mm dia Elbow

20 mm dia Reducing Socket

20 mm dia Nipple

15 mm dia Nipple

20 mm dia Union Socket

15 mm dia Socket

20 mm dia Socket

Carriage of materials-

Pump House for Clear water Sump

E/W in excavation in foundation trenches in foundation trenches in ordinary soil (vide classification of soil item -B) &disposal of excavated earth obtained to a distance up to 50M including all lift leveling, ramming the foundation trenches removing root of trees, shrubs all complete as per approved design.

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.

Supplying all materials, Labours, tools & doing 75 A, one brick flat soling (70 mm) in foundation trenches joints filled with local sand as per specification & direction of E/I.

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 & clean coarse sand of F.M. 2.5 to 3 including screening, shuttering , mixing cement concrete in mixer & placing in position,vibrating,striking,curing,taxes & royalty all complete as per building specification & direction of E/I.

Providing Centering & Shuttering

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

Column footing

Column

Providing Centering & Shuttering

Band at plinth level (M200)

Providing Centering & Shuttering

Lintel (M200)

Providing Centering & Shuttering

Providing R.C.C M-200 with nominal mix of (1:1.5:3) in beem all types

Providing Centering & Shuttering

Providing R.C.C M-200 with nominal mix of (1:1.5:3) in roof slab

Providing Centering & Shuttering

Providing average 63mm thick R.C.C M-200 with nominal mix of (1:1.5:3) chajja & in shelves 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, 6mm cement plaster (1 :4) in ceiling & sides of chajja with sand of F.M 1.5 , curing (but excluding the cost of reinforcement ) taxes, & royalty all complete as per building specification of E/I.

Providing Centering & Shuttering

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-200 with nominal mix of (1:1.5:3) with approved quality of stone chips of 20 mm to 6 mm size graded & 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 & placing in position, vibrating, striking, curing , taxes & royalty all complete as per building specification & direction of E/I.

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

Supplying, fitting and fixing fully glazed steel door, windows or ventilation of standard rolled ‘Z; and mullion steel section and size as per is-1038 joints met and weeded with 100x16x3mm MS. Lugs fixed in cement concrete (1:2:4) block 15x10x10 cm, size including cost of oxidized iron fittings, with hinges, handle per steps, catch springs, 3mm thick plain glass panes with aluminum beads and inner, farm fixed with lugs with 20mm long 6-3 mm 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 story’s an taxes all complete as per building specification and direction of E/I

Supplying MS Grill in window made of 20 X 6 mm MS flate or 16 mm MS Squre Bars fitel on 25 X 25 X6 mm MS angil frame etc all complite as per direction of E/I. 2X0.90 X1.20X30Kg

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

Providing 12mm cement plaster (1:3) with clean coarse sand of F-M 1-5 with floating coat of neat cement in skirting including roughing of junction with floor, curing, taxes and royalty all complete as per building specification and direction of E/I.

Earth work in filling in foundation 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 50m & lift of 1.5 m all complete as per building specification & direction of E/I.

earth obtained from excavation of foundation -

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

Providing 50mm cement concrete flooring (1:2:4) with stone chips in 20 to 6mm sizes graded floor finished with floating coat of neat cement in pannels including cost of curing, taxes & royalty with all complete as per building specification & direction of E/I.

Providing 2 coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, curing, scaffolding & 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 thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I.

Providing 2(two) coats of Painting with synthetic enamel paints 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 TMT steel reinforcement 8mm dia rods to 16mm dia (Only valid for SALL & TATA STEEL )as per approved dasign and drawing excluding carrige of M.S. roads ( Straight or in coils ) to work site, cutting, bendings end 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.

Providing R.S. Joist 250x125 mm size fitting and fixing in position including cutting to required in shape and size, its carriage applying a primer coat of red lead paint etc all complete as per building specification and direction of E/I. (Below roof slab for base of V.T.pump) ( As per 3(c) (i) (5.50+3.0) = 8.50@ 37.3 Kg Per Metre) 1st Floor

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

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone chips 11 KM lead

Metal 11 KM lead

NH CROSSING

Manufacturing, Providing and Supplying spiraly welded/ ERW/ SAW/ Fabricated M.S Pipes (Commercial Quantity) including procurements of Plates, gas cutting to required size rolling track welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming 'V' edge on both ends of pipe including all taxes (Central and Local), Railway freight, Insurance unloading form railway wagon, loading into truck, transport to stores/ site, unloading, stacking etc. complete as per IS- 3589 and IS- 5504 as applicable as per specifications (No negative tolerance in thickness is permissible) DWSD 2022 Item 153

For 250 mm Dia DI Pipe- 500 mm Dia 8 mm Thick (For Casing Pipe)

For 200 mm Dia DI Pipe- 400 mm Dia 8 mm Thick (For Casing Pipe)

For 150 mm Dia DI Pipe- 300 mm Dia 8 mm Thick (For Casing Pipe)

For 100 mm Dia DI Pipe- 250 mm Dia 8 mm Thick (For Casing Pipe)

Instalation of product pipe guided Auger Boring method including making of entry and Exist pits all related civil works like Excavation shoring/strutting etc shielded excavation ,through auger boring process lowering of pipe segments in the jaking pit laying and joining of product pipe line through jacking process from.... cost of pipe average cover of 1.5m depth below ground level(Up to 100 m istallation length) DWSD 2022, S.N.-122 1B -page-57

500 mm Dia M.S. Pipe

Upto 300 mm dia M.S. Pipe

Above 300 mm to 450 mm dia M.S. Pipe

Providing and applying primer first coat of intertol 49 W emaline 05/58 pipe cost or any other equivalent approved paint in the internal surface of pipe line at sight. MJP, 2021.22, Item No. 12, Page 164

First Coat

Second Coat

Operation & Maintenance for Five years

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

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

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

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

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

Chuttu Nevri & Adjoining Villages Rural Piped Water Supply Scheme

Elevated Service Reservoir

Designing (aesthetically),and Constructing RCC Eelevated Service Rreservoirs of following capacity with RCC staging consisting of columns,internal and external bracings spaced vertically not more than 4.5 meters centre to centre of E.S.R 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 meters,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,lightening conductor,G.I pipe railing around walk way and top slab,providing spiral stairs case from ground level to roof level,M.S Gril Gate of 2 Mtrs height with locking arrangement,of approved Design B.B Masony Cambers for all valves,ventilating shafts providing and appling three coats of cement paint to the structure including roof.

The Design of the structure be in accordance with relevant (I.S.3370-1965 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.

Plain round mild steel bars grade-I confirming to I.S., 432 Part-I or high yield strength deformed bars confirming to I.S. 1786 or I.S.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 Liters Capacity and Providing spiral staircase for E.S.R. above 2 lakhs liters 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 designed & constructed in M=300

These rates are including the cost of uplift pressure if any and entire dewatering during execution.In case of water logging area where water is struck 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.

75% part rate shall be payable for reinforced concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete.

The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet,outlet washout overflow and by - pass arrangement.The scope of work,however includes cost of erecting,laying and jointing of pipes and valves including cost of jointing materials upto 5M beyond outer face of outermost column.

For ESR upto 500 cum capacity C.I.D. double flanged pipes upto 300mm dia shall be provided and C.I.Specials shall be used.For ESR above 500 cum capacity C.I./M.S . pipes assembly with minimum 10 mm thickness above 500mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside.

Below mentioned rates are for foundation,with individuals footing with bearing capacity of 30 tonnes per square meter.For raft foundations ,these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5M.T,per Sq.m and by 5% where SBS is more than 5MT/Sqm.and upto 10 MT/Sq.m This percentage of 5% or 7.5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevant DSR Item.

The rates shall be increase by 30% for bearing piles upto depth of 10m and for further increased in depth by 5M each it shall be increased by another 10% These rates are applicable where raft is not feasible for pile foundation sulfate resistant cement shall only be used.Single Pile for the column is not permitted Group of piles shall be designed with pile cap for each column of ESR.

These rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in the staging height as below:

12 to 16 M Staging -2% per meter

16 to 20 M Staging-3% per meter

20 M and above -4% per meter

Following Rates are for seismic zone III .For zone IV ,these rates shall be Increased by 5% and for zone II,these rates shall be decreased by 5%.Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zone .Plan before estimation and adopt appropiate rates as per actual sesimic zones.(Seismic maps attached in this CSR.)

Notes:

Conditions from Sr.No. 1 to 10 shall form a part and parcel of the tender paper and must be included in the draft tender papers for works of R.C.C. ESR.

Conditions from Sr.No. 11 to 16 are for estimation purpose only and shall not appear in the tender.

ESR- Zone-1, 510 KL, 19 M STAGING

DISTRIBUTION SYSTEM

Earthwork in excavation ( As per I.S 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 (b) As per classification of soil item -B

Earth Work in excavation of foundation trenches as per design section in ordinary soft rock (Vide classification of soil item-C) and disposal of excavated materials so obtained (50m away from the edge of the trenches) with initial lead of 10 M and initial lift of 1.5 m as per specification and direction of E/I in ordinary of soft rock (where blasting is not reqired ) Balance 20% of total Earth work of taken classification soil item -C

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

Puuca Road (Except black top only taken out material to be used) for cutting road as per requirement.Assuming 40% of total road cutting.

Water bound Macadam road ( taken out material will be used ) for cutting road as per reuirement .

Dismaitaling Plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15 meter lead and disposal of un- serviceable 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 -6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening shuttering mixing cement concrete in mixer and placing in position vibrating Striking cuiring taxes and royalty all complete as per building specification and direction of E/I.

Earth work in back filling the trenches after laying different types and sies of pipes with earth removed during excavation within initial lead and lift as per specification and design of Engineer -in- charge (for classification of Soil item B & C )

Providing and Supplying ISI mark Confirming to IS-8329/2000 centrifugally cast (spun) DI pipe for water works with socket and spigot ends in standard working lengths of 4.5,5.5 & 6 m for classification K-7 suitable for push on joint (Rubber gasket D Jointing) with cement mortar lining inside the pipes with outside zinc and bituminous coating (including cost of one gasket for each pipe) Note: - Rates are F.O.R. Jharkhand but excluding of GST.

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

Providing and supplying ISI standard DI specials & fittings with sealing rubber gasket of SBR, complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI Pipes complete as per IS - 9523 Class K-12. Note: -Rates are F.O.R. Jharkhand but excluding of GST. 5% of pipe cost

Supplying labours,tools tackles,lubricant etc for laying and jointing DI/C.I.S /S tyton pipes (class LA) trenches supplying rubbber gasket (Rubber gasket 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 depatmentally 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

150 mm dia

200 mm dia

250 mm dia

300 mm dia

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

Labour Charge for one cutting of cast iron/DI pipe & specials including supplying,necessary tools and plants,chipping or filling the surface finish as per specification and direction of E/I.

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

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-1.0 without byepass arrangement.)(Including 10% C.P. )

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

Scour Valve 100 mm

Scour Valve 150 mm

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

300 mm dia

Supplying Labour and tools for fixing CI sluice valve trenches with a pair of C.I Tail pair including making) flanged joints as per IS specification confirming to I.S.S 782-1978 confirming to I.S.S 6557-1972 and nuts and bolts confirming to I.S.S 1364 -1983).Including drilling holes in flanged if required as per specification and direction of E/I .

Sluice valve

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

Scour Valve

100 mm dia

150 mm dia

Construction of B.W masonry valve chamber of size 1.20X0.90X1.50 mt.as per enclosed annexure.

BOUNDARY WALL (116.40 M )

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

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

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

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

centering and shuttring

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

centering and shuttring

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

centering and shuttring

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

centering and shuttring

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

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

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

Providing Tor steel reinforcement of 10 mm ,12 mm , &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site , cutting ,bending and binding with annealed wire with cost of wire ,removal of rust , Placing the rods in position all complete as per building specification and direction of E/I 1.00% of RCC work Total RCC= 5.15X1.00%X7.85

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

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

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone Chips 11 KM lead

Bricks 6 KM lead

Cost of Gate

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

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

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

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

centering and shuttring

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

centering and shuttring

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

centering and shuttring

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 1.00% of RCC work Total RCC= 1.09X1.00%X7.85

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

Supplying fitting & Fixing M.S. grill gate with M.S. grills made 20x6mm M.S. flat or 16mm M.S. square bars fitted 25x25x6 mm M.S. angle frame of size 60x60x6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C (1:2:4) blocks of required size, applying a priming red lead paint over steel work , taxes all complete as per drawing specification and direction of E/I.40kg/m2

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

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

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone Chips 11 KM lead

Bricks 6 KM lead

HOUSE SERVICE CONNECTION

Earthwork 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, shards 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, Labour, royalty and taxes all complete as per building specification and direction of E/I (mode of measurement competed volume)-

Providing P.C.C. M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm is 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, string, curing, taxes and royalty all complete as per building specification and direction of E/I.

Earth work in beak filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction E/I.(For classification for Soil item –A & B.)

Providing 12mm, cement plaster (1:3) with clean coarse sand of F-M 1-5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction E/I-

Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Color only assurance certificate from quality agencies like WRC / CIPET (India) / DVGM/ KIWA / SPGN etc. for usage in Drinking Water with quality system The cost shall include testing of all materials, all taxes Central, Sate , Municipal, Inspection charges, transportation up to site, transit insurance, loading, as specified and directed. Unloading, stacking etc. complete as specified and directed.

20 mm dia

Providing and supplying G.I. pipes(Tata and equivalent make) for usage in drinking water with quality system. The cost shall include testing of all materials all taxes central ,state ,transitinsurance,loading,unloading,staking etc. all complete as per specified and directed.

15 mm dia

Lowering ,Laying and jointing HDPE Double Wall Corrugated Pipes for non pressure Underground drainage and Sewerage applications and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour material except O ring coupler giving satisfactory hydraulic testing as per relevant ISO etc. complete.

20 mm dia

Supplying labor and tools for fixing G.I. pipes with red lead and yarn of following nominal bore with screwed and coquetted joints on wall, calling and floor including supplying and fitting of wall hooks or pipe clamps, wo-iDen plugs, cutting pipe to size and threading ends if required etc. all complete as per specification and direction of engineer in charge (pipe with socket to be supplied departmentally free of cost)-

15 mm dia

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

1.3mm, 6mm and 10mm ferrule weight not less 425 Gms.

Providing and fixing Gun metal full way valve of approved quality all complete, as per specification and direction of E/I.

b)20mm dia and weight not less than 400 Gms.

Providing and fixing 15mm dia male ended C.I. b-iDy brass spindle valve and seat bib clock of approved quality (wt.- Not less than 400Gms. ) With extra socket all complete as per specification and direction E/I.

15 mm dia

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

20 mm dia Elbow

15 mm dia Elbow

20 mm dia Reducing Socket

20 mm dia Nipple

15 mm dia Nipple

20 mm dia Union Socket

15 mm dia Socket

20 mm dia Socket

Carriage of materials

Operation & Maintenance for Five years

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

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

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

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

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

Labour Cess @ 1%

Kalpataru Power Transmission Limited

LARSEN AND TOUBRO LIMITED