MADHEYA and Adjoining villages Rural Pipe Water Supply Scheme under Drinking Water and Sanitation Division, Garhwa on turnkey basis for the Year 2020-21

Amount

Elevated Service Reservoir

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and equipment for designing & construction of ESR / GSR all complete job. (Please refer to Section 5,Sl. 2.8 & 2.9 of SBD)

3.55 Lakh Litre capacity with 24 Meter staging

Water Treatment Plant

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and necessary equipment for designing & construction of Unconventional WTP of 1.50 MLD capacity. With all complete job. (Please refer to Section 5,Sl. 2.3 of SBD)

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 with 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 a designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the edge of the trenches) with in initial lead of 150 M all lifts of 1.5 M as per specification and direction of E/I.

Initial lift

1st lift

2nd lift

3rd lift

Earthwark in excavation of foundation trenches of toe wall spilllway ,head regulator intake well , outlet etc. as per designed section in ordinary or soft rock (where blasting is not needed ) (Vide classification of soil item-C) with disposal of soil (beyond 50M, 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 .

3rd lift

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

4th lift

5th lift

6th lift

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

Providing and laying in situ cement concrete of trap / granite / quartzite / gneiss metal for RCC work in foundation like raft , grillage , strip foundation and footing of RCC columns and steel stanchions including normal dewatering , plywood from work bully / steel propups compaction , finishing and curing etc. complete . (By weigh batching and mix design for M-25 and M-30 only . (excluding M.S or Tor reinforcement ) For RCC M-300

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

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

Providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing and designs or as directed by Engineer - in- charge including normal dewatering centering plywood form work , bully/steeel prop-ups compaction finishing the formed surfaces with CM 1 : 3 of sufficint minimum thickness if special finish is to be provided and curing etc. complete . (By weigh batching and mix design for M-25 and M-30 only . (excluding M.S or tor reinforcement ) for RCC M-25 grade. For roof slab

Providing RCC M 200 with nominal mix (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of FM, 2.5 to 3 including shuttering, mixing cement concrete in mixer and placing in position, vibration, striking, curing (but excluding the cost of reinforcement ) taxes and royalty all complete job as per specification and direction of E/I.

Providing RCC M 25 with nominal mix in beams of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of FM, 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibration, striking, curing (but excluding the cost of reinforcement ) taxes and royalty all complete job as per specification and direction of E/I.

Providing RCC M 25 with nominal mix in roof slab with approved ) of stone chips 20mm to 6 mm size graded and clean coarse sand of FM, 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I

Providing 63 mm average thick RCC M- 200 with nominal mix of (1:1.5.3) in chhajja with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3 including , shaking drip coarse in concrete screening centering shuttering , mixing cement concrete in mixer and placing in position , vibrating , striking , 6 mm thick cement plaster (1:4) with sand of FM 1.5 curing (excluding the cost of reinforcement ) taxes and royalty all comlete as per building specification and direction of E/I

Providing TMT reinforcement (TOR steel) 10 mm, 12 mm as per approved design drawing , removal o f rust cutting , bending, binding including supplying annealed wire placing MS rods in position all complete job as per specification and directionof E/I.

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

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

Supplying, fitting and fixing callapsible gate of approved size and make properly fabricated with vertical double channels 20 x 10 x 2 mm at 100mm. centres and braced with M.S. flat diagonals 20 x 3mm with top and bottom rails of T.iron 40x40x6mm with 38mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles, including applying a priming coat of red lead paint, carriage , hoisting and taxes all complete as per building specification and direction of E/l.

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

Providing 6 mm thick cement plaster (1:4) in ceiling of P/H & jack well with clean coarse sand of FM 1.5 including screening, curing with all leads and lift of water , scaffolding taxes and royalty all complete as per building specification and direction of E/I

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

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

Providing two coat of painting with ready mixed paint of approved shade and make over steel surface thoroughly cost of scaffolding and taxes all complete as per building specification and direction of E/I

Providing R.S joist ISMB 300x 140 mm size fitting and fixing in possion including cutting to required in shape and size, its carrage applying a priner coat of red lead paint etc. all complete job and direction of E/I.

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

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

Providing and fixing Rose Piece in Position as per detail do - do etc. complete as directed by Engineer-in-charge.

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

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.

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

Earthwark in back filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceding 150 mm thick well watered rammed and fully compacted and finaly dressed with earth obtained from excavtion of foundation and kept at a lead of 30 m and initial lead of 1.5 m complete as per specification and direction of E/I .

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

Cement 25 KM lead

Steel 25 KM lead

Sand 10 KM lead

Bricks 15 KM lead

Stone/Stone Chips 10 KM lead

Construction of Gang Way 50 M long and 3.0 M wide

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and necessary equipment for designing & construction of Gang Way (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 kind of soil including moorum soil , soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 50m 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.

Foundation

1st lift

Earthwark in excavation of foundation trenches of toe wall spilllway ,head regulator intake well , outlet etc. as per designed section in all kind of soil of 150 m. and lift of 1.5 m as per specification and direction of E/I .

Earthwark in excavation of foundation trenches of toe wall spilllway ,head regulator intake well , outlet etc. as per designed section in hard rock (where blasting is not needed with initial lead of 150 m. and lift of 1.5 m as per specification and 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 and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing taxes and royalty all complete as per building specification and direction of E/I.

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

In Raft foundation In Foundation Beam

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

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

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

Providing R.C.C.M- 250 with nominal mix of in roof slab with approved quality of stone ships 20 mm to 6 mm. 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 and direction of E/I.

Providing M.S. reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S. rods in position all complete as per Specification and direction of E/I.

Providing 12 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. ( 2.5 to 3.0 ) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification & direction Of E/I.

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

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

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

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/ semi pervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to satisfaction of Engineer- in-charge, till the completion of work including dismantling coffer dam after completion of works and disposing off material as directed by the Engineer-in- charge.

Dewatering the excavate d 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 distance as directed by Engineer - in - charge ( including Cost of machinery , labour , fuel ) ,etc . complete.

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 25 KM lead

Steel 25 KM lead

Sand 10 KM lead

Stone/Stone Chips 10 KM lead

Mechanical & Electrical Work at Intake well

Supply, installation, testing and commisssioning of vertical turbine pumpsets with allied equipment as under (Please refer to Section 5,Sl. 2.4 and 2.6 of SBD)

Vertical Turbine Pump[make: Kirloskar/Worthington/Mather & Platt/Jyoti as per IS:1710/1972, SIC of VT pump set water lubricated,/ single/multi stage, Radial/Mixed flow, capable of discharging 15.20 LPS against a head of 95 m coupled with vertical hollow shaft squirrel cage induction motor, Eff1 rating having 15% more BHP than that of pump, operating on 3phase, 415V, 50 Hz & A.C. Supply with 1500 rpm[make: Kirloskar/ ABB/ Jyoti/ Crompton Greaves/ BHEL/ Marathon] all complete along with suitable discharge head, base plate & accessories such as suitable MS Column pipe flanged type 60ft, spited bearing, line shaft rubber cut less-bush foot value with strainer, sluice valve ratio PN-1.6, NR valve, pressure gauge including cost of construction PCC foundation with cement sand, stone chips, bolt nut, spring washer, etc. and making delivery pipe with piping works required for the job, etc. all complete job, testing standard and instruction of E/I.]

Discharge - 15.20 LPS and Head - 95m (1W+1S) Around 40HP

Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380 - 440 volt, 3phase, 50Hz with no volt coil, over load element, and ON-OFF push buttons, with necessary material and connected to supply, etc Complete. Starter with original sheet steel encloser. [Make:L&T/Siemens/ABB/HPL/ Schenider]

Supplying and erecting 95 sqmm XLPE/PVC insulated, armoured cable 1100 V grade with ISI mark Three and half core, stranded aluminium conductor with 6mm thick 25mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete erected on wall/on pole with 25x3mm M.S. clamps or in provided trench in an approved manner from Transformer to LT panel.

Supplying and erecting 25 sqmm XLPE/PVC insulated, armoured cable 1100V grade with ISI mark Three core, stranded copper conductor erected on wall/ on pole in provided trench in an approved manner from LT panel to Motor.

Cost of cable jointing kit making outdoor termination with suitable joints etc. all complete job.

Cost of earthing as per IE rule for each motors & stabilizer.

Providing, erecting 60 KVA Servo Controlled Automatic Voltage stabiliser suitable for output voltage of 415 Volt +/- 1%, 3Ph, 50 Hz with copper wound transformer(oil cooled) for input 220 to 460 volt. The stabilizer shall be incorporated with protections and indications like Over Voltage/Under Voltage, Single Phasing, cutoff contractoer with electronic output sensing unit, etc. all complete.

Providing, erecting Change over switch of 200A TPN with SS enclosure, etc. all complete

Cost of construction of DP structure in PCC Pole with different type of MS Channels, M.S. angles, brackets, insulators, AB Switch, three set of horn gap fuse,DO fuse and lightening arrester, nut bolts, fabrication work required for the job, cost of earthing of transformer(Two nos., one no. for neutral and one for body) with all required material labours, cost of providing disc & pin insulator for HV and LV side of the transformer, testing of dielectric strength of transformer oil etc. for transmission of power. All complete job as per I.E. rules.

Providing, erecting triple spur gear type 3 Tonne Chain pulley Block with 6m lift complete with load chain and hand chain suitablefor above lift, tested to 50% over load as per IS 3832 carrying ISI mark

Providing internal and external lighting by wiring and installing lumenaries with suitable Wattage of HPMV/LED light fittings in pump house, gangway, etc. all complete for Raw Water Plant.

Supplying, installation and erecting of Lightening Arrester at pump house of approved make and fire extinguisher & First aid box, etc. as per the direction of E/I at pump house.

(Mechanical & Electrical Part at WTP)

Suply, installation, testing and commisssioning of horizontal split casing/ end suction centrifugal pumpsets with alied equipment as (Please refer to Section 5,Sl. 2.5 and 2.6 of SBD)

Horizontal Split Casing/End suction Centrifugal Pump [make: Kirloskar/ Worthington/ Mather & Platt/Jyoti capable for discharge 15.20 LPS and head of 65 M of single/multi staging, mounted on common base plate, coupled with SPDP / TEFC Eff1 induction motor, rating of motor 15% more BHP than that of pump, operating on 3 phase, 415 V, 50 Hz with 1500 rpm [make: Kirloskar/ ABB/ Jyoti/ Crompton Greaves/ BHEL/ Marathon] including pressure gauge, required size of sluice valve and non-return valve, standard fittings etc. including construction of MS Suction and delivery header, jointing it with Suction and Delivery line by providing required MS/CI pipes, flanges, reducer and specials, nuts bolts, packings etc. all complete as per the requirement, Indian standards and instruction of E/I.(Contractor will again have to check the design of motor, pump & he will to get it approved by the Deptt.)

Discharge - 15.20 LPS and Head - 65 m (1W+1S) 25 HP

Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage inducton motor working on 380-440 volt, 3 phase, 50 HZ with no volt coil, over load element, and ON-OFF push buttons, with necessary material and connected to supply, etc complete. starter with orignal sheet steel encloser. {Make -; L&T/ABB/Siemens/HPL / Schneider}

Supplying and erecting 50 sqmm XLPE/PVC insulated, armoured cable 1100 V grade with ISI mark Three and half core, stranded aluminium conductor with 6mm thick 25mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete erected on wall/on pole with 25x3mm M.S. clamps or in provided trench in an approved manner from Transformer to LT panel.

Supplying and erecting 16sqmm XLPE/PVC insulated, armoured copper cable 1100V grade with ISI mark Three core, stranded copper conductor erected on wall / on pole in provided trench in an approved manner from LT panel to motor

Cost of cable jointing kit making outdoor termination with suitable joints etc. all complete job.

Providing, erecting 30 KVA Servo Controlled Automatic Voltage stabiliser suitable for output voltage of 415 Volt +/- 1%, 3Ph, 50 Hz with copper wound transformer(air cooled) for input 220 to 460 volt. The stabilizer shall be incorporated with protections and indications like Over Voltage/Under Voltage, Single Phasing, cutoff contractoer with electronic output sensing unit, etc. all complete.

Providing, erecting Change over switch of 100A TPN with SS enclosure, etc. all complete

Cost of earthing as per IE Rule for each motors & stabilizer.

Cost of construction of DP structure in PCC Pole with different type of MS Channels, M.S. angles, brackets, insulators, AB Switch, three set of horn gap fuse,DO fuse and lightening arrester, nut bolts, fabrication work required for the job, cost of earthing of transformer(Two nos., one no. for neutral and one for body) with all required material labours, cost of providing disc & pin insulator for HV and LV side of the transformer, testing of dielectric strength of transformer oil etc. for transmission of power. All complete job as per I.E. rules.

Providing, erecting triple spur gear type 3 Tonne Chain pulley Block with 6m lift complete with load chain and hand chain suitablefor above lift, tested to 50% over load as per IS 3832 carrying ISI mark

Supplying, installation and erecting of Lightening Arrester at pump house of approved make and fire extinguisher & First aid box, etc. as per the direction of E/I at pump house.

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. 3.0 of SBD)

Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket a n d s p i g o t e n d s confirming to IS8329/2000 in standard lengths of class K-9 suitable for push on joint (Rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance including inspection charges and all taxes all complete (Including one no. gasket with each pipe)

DI Pipe 150 mm dia Class K-9

Carriage of DI Pipe (400km lead)

DI Pipe 150 mm dia Class K-9

Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of all labours and materials and transportation to stores / site, loading, unloading including all taxes,etc . complete as per I.S. 9523

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 Arrangement ) with ED Sluice valve PN 1.6

150 mm dia

Scour Valve 100 mm dia PN 1.6

Providing and supplying air valves as per IS - 14845-2000 and M J P's Standard specifications double orfice type combined with isolating sluice valve mountened in horizontals positions and oprated by wheel gearing small orfice elastic ball resiting on a gun metal orfice nippele large orfice vulcanite ball seating on mountend seat ring inlet face and drilled including all taxes (central and local ) insurance third party inspection charges loading unloading transportation up to departmental stor/site etc.complete .Single Ball Flanged Type Air Valve P.N 1.6 Dia- 25 mm )

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

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 labours, tools , tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making gasket joint s 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 Pipe 150 mm dia Class K-9

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).

25 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).

150 mm dia Sluice Valve & NR Valve

Scour Valve 100 mm dia PN 1.6

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

Supplying 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

DI Pipe 150 mm dia Class K-9

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

150 mm Dia Pipe

Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.20M.x 0.90M. x 1.50M. inner size having 25cm. thick 75A brick masonry wall in C.M. (1:6), over 150mm. P.C.C. M- 150, laid over one brick flat soling on 100mm. local sand filling, including 12mm. thick cement plaster with punning of inner surface and exposed surface of B/W in C.M. (1:6) and R.C.C. M- 150 cover slab 150mm. thick with 20mm. to 6mm. graded stone chips, and clean coarse sand of F.M. 2.5 to 3 including providing CI surface box and screening shuttering, mixing, placing, striking, curing, taxes and royalty all complete as per approved design, drawing & specification and direction of E/I.

Supply all materials & construction of Thrust Block of RCC M - 200 with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone all complete job as per specification and direction of E/I.

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. 3.0 of SBD)

Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket a n d s p i g o t e n d s confirming to IS8329/2000 in standard lengths of class K-9 suitable for push on joint (Rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance including inspection charges and all taxes all complete (Including one no. gasket with each pipe)

DI Pipe 150 mm dia Class K-9

Carriage of DI Pipe (400km lead)

DI Pipe 150 mm dia Class K-9

Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of all labours and materials and transportation to stores / site, loading, unloading including all taxes,etc . complete as per I.S. 9523

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 Arrangement ) with ED Sluice valve PN 1.6

150 mm dia

Scaver Valve 100 mm dia

Providing and supplying air valves as per IS - 14845-2000 and M J P's Standard specifications double orfice type combined with isolating sluice valve mountened in horizontals positions and oprated by wheel gearing small orfice elastic ball resiting on a gun metal orfice nippele large orfice vulcanite ball seating on mountend seat ring inlet face and drilled including all taxes (central and local ) insurance third party inspection charges loading unloading transportation up to departmental stor/site etc.complete .Single Ball Flanged Type Air Valve P.N 1.6 Dia- 25 mm )

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

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 labours, tools , tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class L A/DI) trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making gasket joint s 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 Pipe 150 mm dia Class K-9

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).

25 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).

150 mm dia Sluice Valve

100 mm dia Scour Valve

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

Supplying 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

DI Pipe 150 mm dia Class K-9

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

150 mm Dia Pipe

Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.20M.x 0.90M. x 1.50M. inner size having 25cm. thick 75A brick masonry wall in C.M. (1:6), over 150mm. P.C.C. M- 150, laid over one brick flat soling on 100mm. local sand filling, including 12mm. thick cement plaster with punning of inner surface and exposed surface of B/W in C.M. (1:6) and R.C.C. M- 150 cover slab 150mm. thick with 20mm. to 6mm. graded stone chips, and clean coarse sand of F.M. 2.5 to 3 including providing CI surface box and screening shuttering, mixing, placing, striking, curing, taxes and royalty all complete as per approved design, drawing & specification and direction of E/I.

Supply all materials & construction of Thrust Block of RCC M - 200 with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone all complete job as per specification and direction of E/I.

DISTRIBUTION MAIN

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. 3.0 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 lift 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.

Cutting the road as well as restoring the same as per specifications and as directed by Engineer incharge

Pucca Road(Except black top only taken out material to be used) 40%

Waterbound Macadam road(taken out material will be used) for cutting as per requirement 50% of the restoring work

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

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

Earthwork in back filling the t r e n c h e s a f t e r l a y i n g different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification a n d di r e c t i o n o f E n g i n e e r - i n - C h a r g e ( f o r classification of Soil item A & B)

Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-7 suitable for push on joint (Rubber gasket jointing) with cement mortar lining on inside surface and out side zinc coating with bituminous paint including all other taxes insurance including inspection charges and all taxes all complete. one no. gasket with each pipe

100 mm dia DI Pipe Class K-7

150 mm dia DI Pipe Class K-7

200 mm dia DI Pipe Class K-7

250 mm dia DI Pipe Class K-7

300 mm dia DI Pipe Class K-7

Carriage of DI K-7 Pipe upto 400km

100 mm dia DI Pipe Class K-7

150 mm dia DI Pipe Class K-7

200 mm dia DI Pipe Class K-7

250 mm dia DI Pipe Class K-7

300 mm dia DI Pipe Class K-7

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 all taxes, etc. coplete as per I.S. 9523 but excluding frieght.

Supplying labours, tools , tackles, lubricant etc for laying and jointing DI / C.I.S/S Tyton p i p e s ( c l a s s L A ) t r e n c h e s s u p p l y i n g r u b b e r g a s k e t (Rubber gaskets confirming to I.S.S.-5382-1969) and making g a s k e t j o i n t s i n c l u d i n g providing night guard ,barrier and red light to safe guard against accident ,all complete ( P i p e t o b e s u p p l i e d departmentally free of cost and laying of pipes is to be done as per (I.S.S. 3114-1985)as per d e s i g n , s p e c i f i c a t i o n a n d direction of E./I. without gasket

100 mm dia DI Pipe Class K-7

150 mm dia DI Pipe Class K-7

200 mm dia DI Pipe Class K-7

250 mm dia DI Pipe Class K-7

300 mm dia DI Pipe Class K-7

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

100 mm dia DI Pipe Class K-7

150 mm dia DI Pipe Class K-7

200 mm dia DI Pipe Class K-7

250 mm dia DI Pipe Class K-7

300 mm dia DI Pipe Class K-7

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

100 mm dia DI Pipe Class K-7

150 mm dia DI Pipe Class K-7

200 mm dia DI Pipe Class K-7

250 mm dia DI Pipe Class K-7

300 mm dia DI Pipe Class K-7

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 arrengement) PN-1.0 with ED

Sluice valve - 100 mm dia

Sluice valve - 150 mm dia

Sluice valve - 200 mm dia

Sluice valve - 250 mm dia

Sluice valve - 300 mm dia

Sluice Valve for Scour

Sluice valve - 100 mm dia

Providing, installing and giving satishfactory 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 IS : 2373 or as per ISO-4064, marked to read in metric system, along with manufacturer's test and guaranteeee certificate including cost of all materials and labour with ISI mark or EEC mark. Enclosed type as per IS 2373

100 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).

Sluice valve - 100 mm dia

Sluice valve - 150 mm dia

Sluice valve - 200 mm dia

Sluice valve - 250 mm dia

Sluice valve - 300 mm dia

Sluice Valve for Scour

Sluice valve - 100 mm dia

Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.20M.x 0.90M. x 1.50M. inner size having 25cm. thick 75A brick masonry wall in C.M. (1:6), over 150mm. P.C.C. M- 150, laid over one brick flat soling on 100mm. local sand filling, including 12mm. thick cement plaster with punning of inner surface and exposed surface of B/W in C.M. (1:6) and R.C.C. M- 150 cover slab 150mm. thick with 20mm. to 6mm. graded stone chips, and clean coarse sand of F.M. 2.5 to 3 including providing CI surface box and screening shuttering, mixing, placing, striking, curing, taxes and royalty all complete as per approved design, drawing & specification and direction of E/I.

Twin Type Staff Quarter - 1 Unit (Please refer to Section 5,Sl. 2.7 of SBD)

E / W i n e x c a v a t i o n i n foundation trenches in ordinary soil (vide classification of soil i t e m - A ) a n d d i s p o s a l o f 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 b u i l d i n g s p e c i f i c a t i o n & direction of E/I. (mode of m e a s u r e m e n t c o m p a c t e d 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 f o u n d a t i o n w i t h a p p r o v e d quality of stone metal grade - III (50 mm to 25 mm size) clean coarse sand of F.M. 2.5 to 3 including screening , shu t t e r i n g , m i x i n g c e m e n t 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 f o u n d a t i o n & p l i n t h w i t h 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 b u i l d i n g s p e c i f i c a t i o n & 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 b u i l d i n g s p e c i f i c a t i o n & direction of E/I

Providing designation 75 A brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 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 - 150 with nominal mix of (1:2:4) 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 e x c l u d i n g t h e c o s t o f 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 e x c l u d i n g t h e c o s t o f r e i n f o r c e m e n t ) t a x e s a n d 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 e x c l u d i n g t h e c o s t o f 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 b u i l d i n g s p e c i f i c a t i o n a n d 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 b u i l d i n g s p e c i f i c a t i o n & 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-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 b u i l d i n g s p e c i f i c a t i o n a n d direction of E/I.

Providing and fixing fan hook of 16 mm dia M.S. bar 1 meter long bent to required size and shape, placed in position and fixing in R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/I. (where material is not supplied by Deptt.).

Supplying ,fitting and fixing M.S. grill gate with M.S. grills made of 20 x 6 mm M.S. flats or 16 mm .M.S. square bars fitted on 25 x 25 x 6mm. M.S. Angle frame of size 60 x 60 x 6 m m . i n c l u d i n g c o s t o f f a b r i c a t i o n , p r o v i d i n g 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 d r a w i n g s p e c i f i c a t i o n a n d 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 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 & f i n e d r e s s e d w i t h e a r t h 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. ( M o d e o f m e a s u r e m e n t compacted volume).

Providing average 150 mm thick dry rammed khoa beaten to 112 mm. (compacted with water) made of well burnt or j h a m a b r i c k s i n c l u d i n g r a m m i n g p r o p e r l y t i l l c o m p a c t e d t h i c k n e s s i s 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.

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

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

Providing two coats of painting with ready mixed paint over a coat of primer of approved shade and make over new w o o d e n s u r f a c e i n c l u d i 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 t h e s u r f a c e t h o r o u g h l y , 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 b u i l d i n g s p e c i f i c a t i o n a n d 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 25 KM lead

Steel 25 KM lead

Sand 10 KM lead

Bricks 15 KM lead

Stone/Stone Chips 10 KM lead

Water Supply Sanitation Installation (Plumbing work)

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

i) 25mm GI. Pipe.

ii) 15 mm GI. Pipe.

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

i) 15 mm GI. Pipe

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

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

(a) Elbow 15 mm dia

(b) Tee plane 15mm dia

(c) Nipple 15mm dia.

(d) Union Socket 25mm dia

(e) Union Socket 15mm dia

(f) Brass bib cock 15mm dia

(g) C.I stop cock 15mm dia

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

(i) Reducing Socket 25x15mm

(j) Tee 25x25x15mm dia

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

SEPTIC TANK and SOAK PIT

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

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

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

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

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

(a) 19 mm thick

(b) 12 mm thick

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

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

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

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

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

Providing 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.

10 mm dia

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

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

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

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

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

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

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

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

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

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

Carriages of materials

(a) Brick –15 KM lead

(b) Sand -10 KM lead

(c) Stone chips -10 KM lead

(d) Steel 25 KM

(d) Cement- 25 KM lead

Electrical Works

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

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

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

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

2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring

2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring

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

Supplying and fixing 5 amp to 32 amp, rating 240 volts, B series miniature circuit breaker of single poles in existing MCB DB complete with connecting ,testing, and commissioning etc as required

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

Supplying ,fitting and fixing following sizes of PVC conduct along with accessories in surface / races including cutting the wall and making good the same in case of recessed conduit as required

PVC con 20 mm PVC pipe

PVC con 25 mm PVC pipe

Installation commissioning and testing Ceiling Fan

Carriage of ceiling fan and regulator

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

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

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

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

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

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

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

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

Compound Wall/ Boundry Wall for WTP, Sump & ESR. (240.0 M Long)

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

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty.

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 15mm 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.

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 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. Qnty in Foundation:

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 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.

Providing PCC/RCC m-150 with nominal mix of (1:2:4) in band at lintel level with approved quality of stone chips ( 20mm to 6mm size) clean course 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.

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

Providing 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.

ProvidingTwo coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plasterd surface smooth with sand paper , scaffolding, curing and taxes all complete as per building specification & direction of E/I Qnty. same as Item N0.13

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. 1.25%of RCC work Total RCC =12.20x1.00% x 7.85

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

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

Cement 25 KM lead

Steel 25 KM lead

Sand 10 KM lead

Bricks 15 KM lead

Stone/Stone Chips 10 KM lead

Cost of Gate

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth so obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. Excavation Qty.

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 15mm 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.

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 RCC m-150 with nominal mix of (1:2:4) in band at lintel level with approved quality of stone chips ( 20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screeing , 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. Qnty in Foundation:

Providing R.C.C 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 course 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.

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

Supplying fitting & Fixing M.S. grill gate with M.S. grills made 20x6mm M.S. flat or 16mm M.S. square bars fitted 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 material from divisional store are kiln side or quality side to work including contractor profit loading ,unloading transportation are complete .

Cement 25 KM lead

Steel 25 KM lead

Sand 10 KM lead

Bricks 15 KM lead

Stone/Stone Chips 10 KM lead

Approach Road (100 M Long)

Contruction of embankment with approved material obtained from borrow pits with alift upto 1.5 M transporting to site spreading , grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000M as per technical Specification 301.5

Granular sub base with well Graded Material (400.1)

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

Contruction of un-reinforced dowel jointsd at expansion and contruction joint only plain cement concrete pavement thickness as per design over awith shovels rakes compacted using prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M30 (grade) coarse and fine aggregates conforming to IS 383 maximum size coarse not exceeding 25 mmm mixed in concrete mixer of not less than 0.2 cum capacity and appropnate weigh bacher using approved mix design laid in approved fixed side formwork (steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including leveling the formwork as per drawing ), spreading the concrete with shovels rankes compacted using needle seed and plate vibrators and finished in continuous opration including provision of contractionand expansion contruction joints applying debonding strips primer sealant dowel bars near approaches to bridge / culvert and contruction joints admixtures as approved curing of concrete slabs for 14 days using curing compound (where specified) and water finishing to lines and grade as per drawing and technical Specification Clause 1501 RWD -6.4 Page no-271

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1 no frament weighing less than 25 kg laid dry complete as per drawing and technical specification clause 1301 RWD - 14.1 page no-382

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

Cement 25 KM lead

Sand 10 KM lead

Stone/Stone Chips 10 KM lead

Boulder 10 KM lead

Infilltration Gallery

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

Initial lift

1st lift

2nd lift

3rd lift

Providing at site of works ISI standard slotted pipes including cost of all central and local taxes ,octroi , inspection transportation ,etc. complete.

For Header D.I. K7 pipe 250mm dia.10mm thickness

Perforeted/slotted pipe 150mm dia.(V ' Screen) including tax 14.5 % )

Lowering laying and jointing slotted pipes of following diameters including all leads and lifts , cost of jointing material ,labour etc. complete as directed by Engineer- in -charge.

Header pipe 250mm dia.

Perforeted/slotted pipe 150mm dia.

Providing ,lowering ,laying and placing in position ,shrouding material for porous pipe gallery / slotted pipe gallery /trench gallery with all leads and lifts involved including transportation of materials to site of works screening and washing of materials and placing in position with given section , etc. complete as directed by Engineer- in - charge.

For 40 mm Pebbles

12 mm to 20 mm Pebbles

6 mm to 12 mm Pebbles

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 and direction of E/I (made of measurement compacted volume ).

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

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.

Retaining wall at WTP

Earth work 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,shurbl all complete as per approved design, building specification and direction of E /I.

Providing rought diressed course stone massonary in cement morter (1:4) in foundation and plinth with hammer diessed stone of less than 0.03m3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing P.C.C M-150 in nominal mix of (1:2:4) in foundation with approved quaility 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, taxes and royalty all complete as per building specification and direction of E/I .

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

Cement 25 KM lead

Sand 10 KM lead

Stone Boulder 10 KM lead

Stone/Stone Chips 10 KM lead

House Connection for 1681 nos Consumer.

Earth work in excavation ( as per I.S. 3114/1965 for laying of different types and sizes of pipes so as to give 1 m av. cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of E/l. (For soil item B)

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

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

Earth work in back fillingthe trenches after laying of different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of E/I.(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 of E/l.

Providing and supplying blue MDPE pipes confirming to ISO 4427:1996 manufactured from vergin resin PE 80 food grade compounded raw material 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 including cost all taxes, inspection charges transprotaion to work site and earth work involved , all complete job as per specification and direction of E/I. 20 mm dia pipe.

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 , Municipal, Inspection charges transportation up to site transite insurance, loading, unloading, stacking etc. complete as specified and directed.

Lowering laying and jointing HDPE / MDPE pipe in proper position including all specials by Compression fitting / Electrofusion and But fusion jointing procedure including hydraulic testing as er relevent IS Code complete with all materials for jointing procedure like Electrofusion machine ,Electric mirrior/heater/But fusion welding machine with hydraulic testing and all labours as directed by engineer in charge as per IS-7634 part II

Supplying labour and tools for fixing G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketted joints on wall, ceiling and floor including supplying and fitting 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/l. (Pipe with socket to be supplied deparmentally free of cost).

Supplying and fixing 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. 3 mm, 6 mm 10 mm dia ferrule weight not less than 425 gram

Providing and fixing gun metal full way valve of approved quality all complete as per specification and direction of E/ (a) 20 mm dia and weight not less than 400 gram.

Providing and fixing 15 mm Dia male ended C.I Body Brass Spindle valve and seat bib cock of approved quality (Wt.not Less than 400 gms.) with extra socket all complete as per specification and Direction of E/I.

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

Elbow 20 mm

Elbow 15 mm

Reducing Socket 20 mm

Nipple 20 mm

Nipple 15 mm

Union Socket 20 mm

Socket 15mm

Socket 20 mm

Carriage of materials

Operation & Maintenance for two years

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

As per SBD Section - 5 Clouse 9.10

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

As per SBD Section - 5 Clouse 9.10

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

As per SBD Section - 5 Clouse 9.10

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

As per SBD Section - 5 Clouse 9.10

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

As per SBD Section - 5 Clouse 9.10

Add 12% GST

Add 1% Labour Cess

Singh Electricals And Constructions