Bero Block(H.Q.) Rural Water Supply Scheme Under DW and S Division Ranchi West Ranchi on turnkey basis.

Amount

Construction of 400 mm dia x 240 m Deep HYGPT Bore Well HYDT 5Nos.

Cost of Transportation of drilling plant and other equipments accessories and materials as required at drilling site etc. all complete job as per direction of E/.

Supplying all tools and materials making arrangement additional water required during developing and retesting etc. all complete job

HYGPT: Drilling of 400mm dia with TC drill bit for tube wells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc., up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of E/I

HYDT: Cost of drilling 200mmX165mmX125 Mtr deep bore wel in all kinds of soil and rock in rural area for installation of pump bore set with Hydraulic DTH Rig machine, all complete including supplying all materials, tools, drilling rig,Air Compressor and equipments, as well as fuel, Lubricants and cost of transportation of Rig machine and other vehicles up to the site.

Supplying all tools, tackles & lowering of 200 mm dia MS ErW casing pipe of 6mm wall thickness including welding charges, cost of pipe etc. all complete job

Supplying all tools, tackles & lowering of 200 mm dia MS scree pipe as per a strainer casing pipe and protecting the sides from falling during the process of drilling etc including cost of pipe etc. all complete job

Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job

Providing gravel packing with approved best quality gravel in uniformly graded size between 3.16mm(1/8"to odes 9.53mm(3/8") including collection ,stacking ,washing &packing in the annular space between the bore hole and the other surface of casing pipe in layer of suitable thickness in the under space as required rate by manual including all lead& lift tec. All complete as per direction of E/I

Supplying all tools, equipment and labour and doing washing, flushing and developments of drilling tube-well to give clean and clear water all complete as per direction of E/I

Construction of HYDT Protection Chamber

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 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/in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials ,labour ,royalty & taxes all complete as per building specification & direction of E/I.(mode of measurement compacted volume)

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

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

Centering and Shuttering

Providing designation 75 A 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 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 specificat i o n a n d direction of E/I.

Providing precast 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 F.M. 2.5 to 3 including curing shuttering carrying the slab the cast of reinforcement ) taxes, royalty all complete as per the building specification & direction of E/I.

Providing Tor steel reinforcement of 10mm., 12mm & 16mm. dia bars as per approved design and drawing excluding carrriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification 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

Construction for Submersible Pumping Machinery & Allied works at HYDT

Doing survey, Collecting field data, designing, getting it approved by competent authority and Clear Water pumping Machinery discharge of 112 LPM with all complete job (Please refer to Section 5,Sl. 2.4 of SBD for detailed specification )

Submersible Pumpsets:- Supplying, installing & commissioning of 150 mm dia (with bronze impeller) upto 8 stages of submersible pump sets confirming to IS 8034 and motor confirming to IS |9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene / noryl impeller. Motor suitable for working on 415V + 10%, 3PH, 50Hz, A.C. supply with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design. Anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single / double run shall be provided with each pump

HYGPT-1 of Discharge = 112 Lpm, Head = 81 m and BHP-5 (1Working)

HYGPT-2 of Discharge = 112 Lpm, Head = 76 m and BHP-5 (1Working)

HYGPT-3 Discharge = 112 Lpm, Head = 91 m and BHP-5 (1Working)

HYGPT-4 Discharge = 112 Lpm, Head = 92 m and BHP-5 (1Working)

HYGPT-5 Discharge = 112 Lpm, Head = 93 m and BHP-5 (1Working)

Supplying and errecting, assembled -fully. Direct on live (DOL) Starter , in a provided cubical panel to operate submersible pump and 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. (make :- Jyoti/ L&T/ABB.) 5 HP (DOL Starter)

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

Cost of 25 Sq.M.M. x 3.5 core XLPE Aluminum armoured 1.1 k.V grade cable including laying on cable tray from DP structure to Stablizer to LT Panel

Cost of 6 Sq mm x 3.0 core flat flexible submersible cable with , copper conductor ,PVC insulated, and PVC sheathed from LT Panel to Starter & Motors.

Lighting- Supplying and doing electrical wiring Afpos and internal and external lighting ie. lighting of Pump house with LED luminaries as required and cid as per direction of E/I. / For all Submersible Control Panel Room or Chamber

Earthing: Earthing with all types of required accessories 5.6- and providing masanory enclosure with cover plate having locking arrangement and watering pipe of 2.7 m long etc. with charkol / coke and salt as required.

Clear Water Rising Main

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

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

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

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

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

Dismantling 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)

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

Add Extra for 5% for HDPE pipe for Special

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

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

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

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

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.

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

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

Construction of Pump House Size (10.00 x 4.00 x 4.50 ) M

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority

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 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 50 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, 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.

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 average 63 mm thick R.C.C.M- 200 with nominal mix of (1:1.5:3) 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, centering , shuttering , and 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

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

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

Supplying, fitting and fixing 250 x20x6mm L-type M.S. clamp properly fishtailed, including making holes and setting the BCD 5.5.8 same in 375 x 125 x 75mm. 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 and fixing 32mm thick good quality, well dressed and well seasoned sal wood fully paneled shutters in doors and windows with 20mm, thick panels with on e side plain and other side chamfered with oxidised iron fitting such as hinges, sliding door bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand blocks as per schedule taxes and royalty all complete as per building specification and direction of E/1

Supplying, fitting and fixing M.S. grill made of 20 × 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 Dept.)

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 from excavation of foundation trenches 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 2 coats of Synthetic Enamel Paint over a coat of primer of approved shade over new wooden surface after cleaning ,removing dirt scales, smokes, grease 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 co-efficients indicated in building 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.

Carriage of materials from divisional store of kiln site or quarry sitye to work site including contract profit,loading ,unloading , transportation ,etc,all complete. 10%

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 6 KM lead

Stone/Stone chips 11 KM lead

Construction of Ground Service Reservoir (SUMP) Capacity - 90000 Liters

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)

Designing (aestheticaly) , and Constructing R.C.C Ground Service Reservoirs / RCC sumps in M-300 mix. Of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab/ or dome, 20mm thick cement plaster with water proofing compound in CM 1:3 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 charges, over flow and bye-pass arrangement consisting of C.I./ M.S. D/F. pipes, specials and valves of given diameters, providing 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 hydraulic test and water tightness test as per IS code and providing three coat of cement paint to all expose surface of stucture including

roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specification

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

The Designing shall be in accordance with relevant I.S. specification (I.S.456/2000,I.S. 875-1987, I.S. 3370--1965 or revised)

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

Entire structure shall be in M-300 only.

The scope of pipe assembly work shall be upto 5 meter beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost of laying and jointing is included.

G.S.R. / Sump above 15 lakh litres capacity shall be in two compartment.

The job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by E/I. If up lifts considered in design, then these rates shall be increased by 7.5%.

G.S.R. outlets shall be with the 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 bottom.

For pipe diameters upto 300 mm only CI pipes and CI specials shall be used. For pipe diameters above 300mm, M.S. pipes and specials minimum 10mm thick shall 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 seismic Zones 2,3 and 4

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

Pumping Machinery & Allied work at Sump Pumping Station

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

Clear water Pumpsets : Supplying, installation & commissioning of water lubricated, Horizontal 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.

Discharge = 560 LPM, Head = 32 m (1W +1S )

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

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

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

b) Outgoing feeder- 4 Nos. 32A TP 415V MCCB having thermal release range, adjustable and breaking capacity with rotary operating mechanism handle of make L&T/SIEMENS/ Schneider- 3no. and 1no. Spare feeder.

c) Bus Bar- 4 pole 100A 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 all type of relays with internally wired with suitable size of copper control wire/cable, etc. all complete.

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

(a) Cost of 50 Sq.M.M. x 3.5 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 6 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.

Lifting Equipment: - Supplying triple spur gear type chain pulley block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift tested to 50% over load as per IS 3832 Carrying ISI mark with travelling trolley etc. 1 Tonne Capacity.

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

Additional Items : Supplying and erecting lightening arrester for pump house , Fire fighting system, First aid box, insulation pad near each electrical control and equipments, etc. as per requirement, standards and IE rule.

Clear Water Rising Main

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

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

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

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 . FOR at work site in jharkhand

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

100 mm to 150mm

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

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

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-25mm

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-25mm

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

Supply all materials & construction of Thrust Block where required

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

Construction of 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)

(ESR-Capacity - 220K.L., Staging - 21.00 m)

Distribution System

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)

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

90 mm HDPE

Add Extra for 3% for H.D.P.E P Pipe for Special .

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 at 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 . FOR Jharkhand

100 mm 150 mm & 200 mm (Socketed)

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

90 mm HDPE

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

Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete . (without bypass) with E.D PN-1

100 mm dia 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 dia Scour Valve

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

90 mm HDPE

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

90 mm HDPE

Construction of B .W . masonry valve chamber of size 1.20 x 0.90 x 1.50 mt. as per enclosed annexure

House Connection (1323+25=1348)

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.

Providing centering and shuttering with all complete

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 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

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 assembling 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)

Estimate of Dismantling of ESR

Desmantling of ESRs of various capacities and heights 2021-2022 using crane (10 MT capacity) and handing over M.S. /C.I. /G.I. pipes, valves ,bends, etc. to the Department However taking steel raintorcements by the dismantling agency including removing dismantled materials from site and disposing them at suitable place as directed, etc. complete. Before Starting of worK, Take required NOC from competent authority for dismantling

Capacity of E.S.R upto 2 lakh liters and staging upto 12 M heigh.

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%

SWATI COMPRESSORS ENGINEERS