Drinking Water And Sanitation Department Tender
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Costs
EMD
₹ 10,64,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Detailed survey, designing and drawing, Construction of 6.0 M dia R.C.C. Intake well cum pump house, Gallery, Gangway 50 mtr. length and 3.00 mtr. wide, 3.0 MLD
Description
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Contact
Tender Id
2018_DWSD_31460_1Bid Award Id
ViewTender No
DWSD/RPWS/Med-25/2017-18 (3rd Call)Tender Authority
Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
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Documents
BOQ Items
Water Treatment Plant
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Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and necessary equipment for designing & construction of conventional WTP of 3.00 MLD capacity. With all complete job. (Please refer to Section 5,Sl. 2.3 of SBD)
1
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Construction of R.CC intake well cum pump
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Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and Construction of 6.00 m dia and Total height of IntakeWell =17.49M [(7.80 M below River Bed level ,5.25M bed to floor and floor level of pump house is 5.25 M above river bed level and Roof level of pump House is 5.00 M above floor of P.H) cum Raw Water Pump House (Please refer to Section 5,Sl. 2.1 of SBD)
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Earthwork in excavation of foundation trenches of toe wall,spillway,head ragulator,outlet,intake well etc. as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I.
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Lift 0.00m to 1.50m
205.17
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Lift 1.50m to 2.00m
49.24
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Earthwork in excavation of cut off trenches as per designed section in soft rock or ordinary rock (vide classification of soil item C) with disposal of spoil (beyond 50 M away from the toe of dam within 1 km with II lifts by truck including loading, unloading, construction and maintenance of haul road etc as per specification & direction of E/I. (soft rock where blasting is required and approved by the concerned chief Engineer)( 0% of excavation)
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Lift 2.00m to 2.50m
43.89
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Lift 2.50.00m to 3.50 M
81.67
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Lift 3.50 m to 4.50 M
73.86
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Lift 4.50 m to 5.50 M
66.44
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Lift 5.50 m to 6.50 M
59.42
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Lift 6.50 m to 7.50 M
52.78
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Lift 7.50 m to 7.80 M
14.77
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Providing and laying PCC or RCC M 150with nominal mix (1 : 2 : 4) in various components of barrage foundation with approved quality of 20 mm graded coarse aggregated of required grade as per design and aproved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or from work as well of reinforcement, its cutting bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc all complete job as per specification and direction of E/I.
4.9
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Providing RCC M 300 with nominal mix (1:1:2) in various components of barrage foundation with approved quality of 20 mm graded coarse aggregated of required grade as per design and aproved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or from work as well of reinforcement, its cutting bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc all complete job as per specification and direction of E/I.
18.14
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Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-30 only) (Exculding M.S or Tor reinforcement.)
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Vertical wall of Intake well
71.26
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Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-30 only) (Exculding M.S or Tor reinforcement.)
4.9
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Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-30 only)(Exculding M.S or Tor reinforcement.)
8.71
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Providing RCC M 200 with nominal mix of (1:1:5:3) in columns with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 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 royality all complete as per building specification and direction of E/I)
1.25
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Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 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 royality all complete as per building specification and direction of E/I)
1.96
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Providing RCC 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 cleaned coarse sand of FM 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 royality all complete as per building specification and direction of E/I)
4.54
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Providing 63 mm average thickness RCC M 200 with nominal mix of (1:1:5:3) in chhjja with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,6 mm cement plaster (1:4) in ceiling and side of chhjja with sand of FM 1.5 , curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I)
6.48
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Providing MS reinforcemnet(tor steel) as per approved design and drawing,removal of rust, cutting, bending and binding including supplying annealed wire, placing MS rods in position all complete as per specification and direction of E/I(1.5 % of RCC quantity)
12.55
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Brick work in designation 75A with CM 1:6 in superstructure with approved quality of coarse sand of requiite FM(2.5 to 3.0) washed and screened with raking out joints to 12 mm depth curing, scaffolding and its removal whereever required including royality and all taxes etc. complete job as per specifiction and direction of E/I
17.44
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Supplyig, fitting and fixing fully glazed steel doors,windows or ventilation of standard rolled "Z" and mullion steel sections and size as per IS-1038 joints met and welded with 100 x 16 x 3 mm MS lugs fixed in cement concrete (1:2:4) blocks 15 x 10 x 10 cm size including cost of oxidised iron fittings, with hinges handle per steps, catch springs,, 3mm thick plain glass panes with aluminium beads and inner frame fixed with ligs with 20 mm long 6.3 mm GI counter sunk mchine screw and nuts and applying a coat of red lead paint carrige to work site hoisting and placing in position in all storys and taxes all complete as per building specificatio as direction of E/I
7.2
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Supplying and fixing rolling shutters of approved,made of required size MS lathes interlocked together through their entire length and jointed together at ends by end locks mounted on especially designed pipe shafts with brackets,side guides and arrangement for inside and outside locking with pull and push operation complete,including the cost of providng and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wires of adequate strength confirming to IS:4454 -part 1 and MS top cover of required thickness for rolling shutters 80 x 1.25 mm MS laths with 1.25 mm thick top cover
8.4
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providing and fixing ball bearing for rolling shutter
2
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Providing 12 mm thick cement plaster (1:6) with approved quality of sand of requisite FM 1.5 washed and screnned including curing , scaffolding wwhereever required and its removal ,royalty and all taxes etc complete job as per specification and direction of E/I
180.21
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Providing 12 mm thick water proof cement plaster (1:3) with approved quality of sand of requisite FM 1.5 with 5% cico or any other approved water proofing compound including screnning including curing , scaffolding and all taxes etc complete job as per specification and direction of E/I
98.29
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Providing 06 mm thick cement plaster (1:4) in ceiling of P/H and intake well with clean coarse sand of requisite FM 1.5 including screnning including curing , scaffolding and all taxes etc complete job as per specification and direction of E/I
56.52
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Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper ,scaffolding,curing, and taxes all complete as per building specification and direction of E/I
(3.142x6.6x3.52)=73.00+ITEM-18+16
309.73
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Providing two coats of painting with ready paint of approved shade & make over steel surface including cleaning the surface throughtly scaffolding and taxs all complete as building specification and direction of E/I.
26.1
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RS joist 250 x 125 (Grade A) size fitting and fixing in position including cutting to required in shape and size its carriaage applying a primer coat of red lead paaint etc all complete as per building specificaation and direction of E/I.
0.25
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Supplying laying fitting and fixing 25 mm dia G.I pipes of medium class railling well lengths of approvided make is three rows each passing through 50x50x6 mm angle at 1.5 m c/c and additional post of every snowcem add painting 3 coats full paint over. one coat of aaticornssive paint of approved colours add shade including cost of all labour , transporting , beats to curve shape etc. all complete job.
27.06
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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 / semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge.
337.24
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Providing and fixing in position CI type dapuri steps of 22 mm dia MS bar steps with proper anchorage etc and providing and applying three coats of anti corrosive paint etc complete as per directed by E/I
40
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Dewatering the excavated trenches and pools of water in the building trenches/pipeline trenches well works by using pumps and other devices including disposing off water to safe distance as directed by the engineer-in -charge( including cost of machinery, labour, fuel) etc. complete 60 days x 2 nos x 5 HP x 8 hrs=2400
2400
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Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
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Cement 25 KM lead
68.14
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Steel 25 KM lead
11.95
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Sand 10 KM lead
57.94
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Bricks 15 KM lead
7878
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Stone/Stone Chips 10 KM lead
86.07
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Construction of Gang Way 50 M long and 3.00 M wide
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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)
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Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I
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5M(L)X2M(B)X1.50M(h)x5nos
75
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1st lift 5.0*2.0*1.0*5
50
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Providing PCC M 150 with nominal mix (1 : 2 : 4) in various components of barrage foundation with approved quality of 20 mm graded coarse aggregated of required grade as per design and aproved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or from work as well of reinforcement, its cutting bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc all complete job as per specification and direction of E/I.
7.5
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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 bully / steel propups compaction, finishing and curing etc. complete .(by weight batching and mix design for M-25 and M-30 only. (excluding M.S or Tor in RCC M-25) M-300
21
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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 bully / steel propups compaction, finishing and curing etc. complete .(by weight batching and mix design for M-25 and M-30 only. (excluding M.S or Tor in RCC M-300)
3.53
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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 bully / steel propups compaction, finishing and curing etc. complete .(by weight batching and mix design for M-25 and M-30 only. (excluding M.S or Tor in RCC M-25)
40.47
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Providing RCC M- 200 with nominal mix (1:1.5:3) in roof slab nominal mix in foundation and plinth, plinth beam ,band etc. with approved quality of stone chips 20 mm to 6 0 mm size graded and clean coarse sand of F.M 2.5 to 3.0 including screening ,shuttering mixxing cement concrete , in mixter and placeing in position , vibration, strinking curing (but excluding the cost of reinforcement taxes in roylaty all complete job as per building specification and direction E/I
22.5
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Providing MS reinforcemnet(tor steel) as per approved design and drawing,removal of rust, cutting, bending and binding including supplying annealed wire, placing MS rods in position all complete as per specification and direction of E/I
6.87
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Providing 12 mm thick cement plaster(1:4) with approved quality of sand of requisite FM(2.5 to 3.0) washed and screened including curing,scaffolding whereever required and its removal,royalty and all taxes etc complete job as per specification and direction of E/I
313.7
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Providing 6 mm thick cement plaster(1:4) in ceiling with clean coarse sand of FM-1.5 including curing with all leads & liftss caffolding taxes & royality all complete as per specification and direction of E/I
105.6
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Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete.
100
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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 and royalty with all complete as per building specification and direction of E/I
150
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Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper ,scaffolding,curing, and taxes all complete as per building specification and direction of E/I
419.3
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Providing construction coffer dam in river basin / dam storages as per type design including excavation , filling the middieportion with B.C soil (in gunny bag if requird).Providing imperious / semiprevious materials on both side of B.C (in gunny bag if requird) including ramming ,compacting to satisfaction of E/I . till coffer dam after complection of work including dismanting coffer dam after completion of works and disposing off material as directed by the E/I
292.5
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Dewateriang the excavated trenches and pools of water in the pools 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. all complete.
1600
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Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete.
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Cement 25 KM lead
60.93
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Steel 25 KM lead
7.42
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Sand 10 KM lead
45.06
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Stone/Stone Chips 10 KM lead
80.4
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Mechanical & Electrical Work at Intake well
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Supply, installation, testing and commisssioning of vertical turbine pumpsets with allied equipment as under (Please refer to Section 5,Sl. 2.4 & 2.6 of SBD)
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Supplying installtion and commissioning of vertiucal turbine water lubricated pump water lubricated pump set of KIRLOSKAR/ JYOTI/Mathar and Platt/WPIL make having discharge against total head with 60 FT column assembly, discharge head with suitable capacity vertcal hollow shaft squirrel cage induuction motor of KIRLOSKAR / JYOTI /CROMPTON GREAVES/ ABB make operated on 415 volts 10%, 3 phase 50HZ A.C. supply having speed 1460 rpm with non reversible ratchet, including cost of supplying fitting and fixing of all required accessories such as D.I. D/F Sluice valve, N.R. valve, pressure gauge, strainer, M.S. channel base plate as required, suitably automated star delta starter of L&T/MEI/CUTLER HAMMER/ JYOTI/ SIMENS make. ( Contractor will again have to check the design of motor, pump and he will get it approved by the deptt.) (pump & motor). Discharge 33.33 LPS, Head=35M and 30 HP. No of pump set= (1W+1S) and jointing it with rising main by constructing requried size header all complete. 30 H.P
2
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Supply, installation and commisitioning of power control cum distribution cubical panel board, made of 2 mm thick MS, sheet of suitable size , dust and vermin prooof consisting of following accessories
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a) incoming feeder-TPN MCCB DTH-100 thermal release with adjustable realy haring and breaking capacity of 35A with rotary operating mechanism handle (front drive) L&T/ SIEMENS/ALSTOM/HAVELE/HPL make-1 no, 100 A MCCB as incoming feeder( 100 A MCCB)
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b) Outgoing feeder 80 A-415 V TP MCCB DL 63 having breaking capacity of 35 KA with rotary operating mechanism handle 9 front drive of L & T/HPL SIEMEN/ ALSTOM/HAVELE make -3 no including 1 no as as spare feeder
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c) Bus bar- 4 pole 100 amp. Copper stripp bus enclosed in MS sheets etc all completed job-1 no
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d) Volumeter - (0-500) volt, voltmeter with selector switch of IMP/L&T/AE or of equivalent approved make 2 NO
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e) Ammeter- ammeter CT operated with selector awitch LMP/L&T MAKE 0 to 100A-2 nos
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f) Indicating lamp LED L&T/ SIEMENS make in red, yellow and green colour-1
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g) 2 Nos 32 amp MCB for light and other loads of L&T/ Havells / Alstom/HPL make including 1 no.63A MCB outgoing Feeder for other load.
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Panel should be duly painted with two coats super enameled paint of approved colour, one coat red oxide primer and internally wiered with suitable size of copper wire including all types of relay, MFM,etc.all complete as per IE rules. Including capacitor bank /APFC
1
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Supplying finish and commissioning of switch disconectded isolator (TPN) rated current 100A-415V
1
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Cost of earthing of installation as per I.E. Rules including the cost of earth pit and 8 SWG copper wire in bunch of two and G.I pipe all completerd to all instrument( For pump sets)
2
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Cost of triple sour gear chain pulley block of 3 tone lifting capacity with 6mtr. Lift complete with load chain and hand chain tested to 50% of over load as per I.S.3832 carrying ISI mark including over head joist
1
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Cost of 50 Sq m x 3.5 core 1.1 KV Grade aluminium conductor PVC insulated PVC sheated armoured cable including laying on wall or on floor as and where required from LT ;line from transformer to MCP to raw water pumping plant. ( transformer to MCP)
50
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Cost of construction of 6 sq mm X 3un armoured core copper conductor PVC insulated PVC sheeted 1.1 KV grade copper cable including laying on wall or on floor as and where required.( from panel to starter to Motor)
50
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Cost of construction of DP structure for transformer, supplying and erlecting steel tubular/rail pole , top bracket channel, back clamp, 11KV disc insulator with hardware, earthing set complete. MS nut and bolts ,MS angle, GI wire , clamp for transformer base, top channel, AB switch,Do Fuse HG fuse angle, stay set complete, 11 KV lighting arrasteras per the site requirement and as per the director of E/I and IE rules
1
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Supply delivery and installation of fire extingusher first aid box gloves lighting arreator for pump house and other saftey equpments as per the requerment & enstruetion of E/I
1
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Cost of providing electric wiring in side and outside the plum house for lightening including cost of MB,HPSV/HPM lamp of 250/400 W switches etc all complete
1
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(Mechanical & Electrical Part at WTP)
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Suply, installation, testing and commisssioning of horizontal casing centrifugal pumpsets with alied equipment as (Please refer to Section 5,Sl. 2.5 & 2.6 of SBD)
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Supplying installtion and commissioning of horizontal split casing centrifugal pump set of KIRLOSKAR/JYOTI/Mathar and Platt/11.66 lps /WPIL make capable of having discharge against total 65mhead and mounted of common base plate coupled with SPDP squirrel cage suitable capacity induction motor of KIRLOSKAR /JYOTI /CROMPTON GREAVES /ABB/SIEMENS make operated on 415 volts 10%, 3 phase 50HZ A.C. supply having speed 1450 rpm including cost of supplying,fitting and fixing of all required accessories such as D.I. D/F special sluice valve, N.R. valve, foot valve, ISI marked and DI pipe of delivery main etc. All complete including cost of supplying ,errecting and commissioning suitable fully automated star delta starter of L&T/MEI/CUTLER HAMMER/ JYOTI/ SIMENS make. ( Contractor will again have to check the design of motor, pump and he will get it approved by the deptt.) (pump & motor). Discharge 13.33 LPS, Head=30M and 25 HP. No of pump set= 2(1W+1S) and jointing it with rising main by constructing requried size header all complete.
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Discharge:- 13.33 LPS; Head:-30 m (1W+1S)
25 H.P
2
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Supply, installation and commisitioning of power control cum distribution cubical panel board, made of 2 mm thick MS, sheet of suitable size , dust and vermin prooof consisting of following accessories
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a) incoming feeder-TP MCCB DTH-160 thermal release with adjustable realy haring and breaking capacity of 35A with rotary operating mechanism handle (front drive) L&T SIEMENS/ALSTOM/HAVELE/HPL make-1 no, 200 A MCCB as incoming feeder
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b) Outgoing feeder 100 A-415 V TP MCCB DL 100 having breaking capacity of 25 KA with rotary operating mechanism handle 9 front drive of L& T /HPL/SIEMEN/ ALSTOM/HAVELE make -3 no including 1 no as as spare feeder
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c) Bus bar- 4 pole 200 amp. Copper stripp bus enclosed in MS sheets etc all completed job-1no
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d) Volumeter - (0-500) volt, voltmeter with selector switch of IMP/L&T/AE or of equivalent approved make 2 no
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e) Ammeter- ammeter CT operated with selector awitch LMP/L&T MAKE 0 to 200A-2 nos
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f) Indicating lamp LED/L&T/SIEMENS make in red, yellow and green colour-1
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g) 2 Nos 32 amp MCB for light and other loads of L&T/ Havells / Alstom make. Including 2 nos. 63 A M.C.C.B Outging Feeder/HPL for WTP & other loads.
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Panel should be duly painted with two coats super enameled paint of approved colour, one coat red oxide primer and internally wiered with suitable size of copper wire.Including all typas of relay,Safaty deniue,NFM,etc all colup lete.
1
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Cost of earthing of installation as per I.E. Rules including the cost of earth pit and 8 SWG copper wire in bunch of two and G.I pipe all completerd to all instrument( For pump sets)
2
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Cost of 50 Sq m x 3.5 core 1.1 KV Grade aluminium conductor PVC insulated PVC sheated armoured cable including laying on wall or on floor as and where required from LT ;line from transformer to MCP to raw water pumping plant. ( transformer to MCP)
40
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Cost of construction of 16 sq mm X 3KV armoured core copper conductor PVC insulated PVC sheeted 1.1 KV grade copper cable including laying on wall or on floor as and where required.( from panel to starter to mortor)
20
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Cost of construction of DP structure for transformer, supplying and errecting steel tubular/rail pole , top bracket channel, back clamp, 11KV disc insulator with hardware, earthing set complete. MS nut and bolts ,MS angle, GI wire , clamp for transformer base, top channel, AB switch, Do Fuse HG fuse angle, stay set complete, 11 KV lighting arreiter as per the site requirement and as per the director of E/I & I E rules.
1
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Supply delivery and installation of fire extingusher first aid box gloves lighting arreator for pump house and other saftey equpments as per the requerment & enstruetion of E/I
1
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Raw Water Rising main.
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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)
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Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS839/2000 in standard lengths of class K-9 suitable for push on joinr( rubber gasket jointing) with cement mortar lining on inside surface and outside surface zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading unloading etc. stacking includfing inspection charges and all taxes all complete)
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DI Pipe 250 mm dia class K-9
2630
-
-
Providing and supplying ISI standard D.I. specials and fitting with rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated 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
2375
-
-
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 PN-1:6 without bypass arrangement
-
-
-
Sluice Valve (250 mm dia)
2
-
-
Providing and supplying air valves as per IS-10845 andf MJP's standard specifiations double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet and dreilled including all taxes ( central and local) insurance third party inspection charges, loading, unloading, transportation uotp departmental stores/site etc.complete double ball flanged type PN-1.0 with small orifice 50 mm
-
-
-
Air Valve=25 mm
1
-
-
Supplying labours and tools tackels lubricate etc. for laying and jointing C.I.S/S tyton pipes (class-A) trenches supplying rubber gasket (rubber gasket confarming ) to I.S.S 5382-1969) and making gasket joints including providing night guard ,barring and red night to safe guard against accident all complete.
250 mm dia
2630
-
-
carriage of K-9 DI pipe 250 mm dia lead 500 KM (payment will be made as per actual lead)
2630
-
-
Earthwork in excavtion ( as per IS 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 -v\charge ( b0 for classification of soil item-B
1884.72
-
-
Earthwork in excavation of foundation trenches as per design section in ordinary soft rock( wide classification of soil item-c) 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 and direction of E/I in ordinary or soft rock( where blasting is not required)
628.24
-
-
Providing laying and fixing in proper alingment in position all types of DI 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 valve
-
-
-
25 mm dia
1
-
-
Supplying labour and tool for fixing DI sluice valve trenches with a pair of DI tail pair including making flanged joints as per iS specification, including flanged joists as per IS specification confirming to I.S.S. 782-19978 confirming to I.S.S. 6557-1972 and nuts and bolts confirming to I.S.S. 1364-1983. including drilling holes in flanged if required as per specification and direction of E/I. ( sluice valve and pieces to be supplied departmentally free of cost).
-
-
-
250mm dia sluice valve
1
-
-
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)
2010.37
-
-
supplying labours, tools and tackles for testing of lead C.I. or D.D. or U.P.V.C. or H.D.P.E. or A.C. Pressure pipe upto 60 mtr head of water all complete as per specification and direction of E/I ( water to be supplied free of cost departmentally)
-
-
-
250 mm dia
2630
-
-
Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.90M.x 1.60M. x 1.80M. 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.
2
-
-
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.
4
-
-
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 and spigot ends confirming to IS839/2000 in standard lengths of class K-9 suitable for push on joinr( rubber gasket jointing) with cement mortar lining on inside surface and outside surface zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading unloading etc. stacking includfing inspection charges and all taxes all complete)
-
-
-
DI Pipe 250 mm dia class K-9
50
-
-
Providing and supplying ISI standard D.I. specials and fitting with rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated 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
45
-
-
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 PN-1:6 without bypass arrangement
-
-
-
Sluice Valve (250 mm dia)
1
-
-
Providing and supplying air valves as per IS-10845 andf MJP's standard specifiations double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet and dreilled including all taxes ( central and local) insurance third party inspection charges, loading, unloading, transportation uotp departmental stores/site etc.complete double ball flanged type PN-1.0 with small orifice 50 mm
-
-
-
Air Valve=25mm
1
-
-
Earthwork in excavtion ( as per IS 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 -v\charge ( b0 for classification of soil item-B
35.83
-
-
Earthwork in excavation of foundation trenches as per design section in ordinary soft rock( wide classification of soil item-c) 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 and direction of E/I in ordinary or soft rock( where blasting is not required)
11.94
-
-
Supplying labours, tools, tackles, lubricant etc for laying and jointing C.I.S/S tyson pipes ( class LA ) trenches supplying rubber gasket ( rubber gasket confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard barrier and red light to safe guard against accident , all complete ( pipe to be supplied 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.
-
-
-
250 mm dia DI K-9
50
-
-
Providing laying and fixing in proper alingment in position all types of DI 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 valve
-
-
-
25 mm dia
1
-
-
Supplying labour and tool for fixing DI sluice valve trenches with a pair of DI tail pair including making flanged joints as per iS specification, including flanged joists as per IS specification confirming to I.S.S. 782-19978 confirming to I.S.S. 6557-1972 and nuts and bolts confirming to I.S.S. 1364-1983. including drilling holes in flanged if required as per specification and direction of E/I. ( sluice valve and pieces to be supplied departmentally free of cost).
-
-
-
250mm dia sluice valve
1
-
-
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)
38.22
-
-
supplying labours, tools and tackles for testing of lead C.I. or D.D. or U.P.V.C. or H.D.P.E. or A.C. Pressure pipe upto 60 mtr head of water all complete as per specification and direction of E/I ( water to be supplied free of cost departmentally)
-
-
-
250 mm dia
50
-
-
Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.90M.x 1.60M. x 1.80M. 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.
1
-
-
Carriage 500 KM Lead
50
-
-
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.
1
-
-
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)
-
-
-
Earthwork in excavtion ( as per IS 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 -v\charge ( b) for classification of soil item-B
14189.2
-
-
Earthwork in excavation of foundation trenches as per design section in ordinary soft rock( vide classification of soil item-c) and disposal of excavated materials so obtained ( 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 and direction of E/I in ordinary or soft rock( where blasting is not required) balance 25 % of total earth work of taken classification soil item-C
4729.73
-
-
Pucca road ( except black top only taken out material to be used) for cutting road as per requirement. Assuming 20 % of total road cutting
892.04
-
-
Water Bound Macadam Road ( taken out material will be used for cutting road as per requirement
669.03
-
-
Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15 meter lead and disposal of un- seviceable materials with all leads all complete as per direction of E/I.
100.35
-
-
Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm-6mm 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 E/I(150mm) 5238.46x0.30x0.15
100.35
-
-
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 outside zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading unloading etc. including inspection charges and all complete ( including carriage up to 300 km)
-
-
-
100 mm dia
10875
-
-
150 mm dia
7620
-
-
200 mm dia
1630
-
-
250 mm dia
2750
-
-
300 mm dia
2205
-
-
400 mm dia
480
-
-
carriage of K-9 DI pipe lead 500 KM (payment will be made as per actual lead)
-
-
-
100 mm dia
2590
-
-
150 mm dia
950
-
-
200 mm dia
1605
-
-
250 mm dia
1605
-
-
300 mm dia
1605
-
-
400 mm dia
1605
-
-
Providing and supplying ISI standard D.I. specials and fitting with sealing rubber gasket of S.B.r. complete with cast iron follower gland and M.S. nut and bolt 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
24885
-
-
Labour charge for one cutting of cast iron pipe and specials including supplying necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I
-
-
-
100 mm
218
-
-
150 mm
152
-
-
200mm
33
-
-
250mm
55
-
-
300mm
44
-
-
400mm
9
-
-
Supplying labours, tools, tackles, lubricant etc for laying and jointing C.I.S/S tyton pipes9 class LA) trenches supplying rubber gasket ( rubber gasket confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard , barriee and red lkight to safe guard against accident all complete ( pipe to be supplied departmentally free of cost and laying of pipes is to be done as per I.S.S. 3114-1985) as per design, specification and direction of E/I.
-
-
-
100 mm dia
10875
-
-
150 mm dia
7620
-
-
200 mm dia
1630
-
-
250 mm dia
2750
-
-
300 mm dia
2205
-
-
400 mm dia
480
-
-
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 PN 1.6
-
-
-
100 mm dia
20
-
-
150 mm dia
5
-
-
200 mm dia
2
-
-
Providing double flanged sluice valve/SV conforming for IS-2906/14896 including worn gear arrngement as per test pressure stainless steel,spindle caps including all transportion cmplete
-
-
-
100 mm dia (for scouring)
15
-
-
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 resd in metric system, alongwith manufacturer's test and guarantee certificate including cost of all material with ISI mark or EEC mark enclosed type as per IS 2373
-
-
-
400 mm dia
1
-
-
Supplying labour and tool for fixing DI sluice valve trenches with a pair of DI tail pair including making flanged joints as per iS specification, including flanged joists as per IS specification confirming to I.S.S. 782-19978 confirming to I.S.S. 6557-1972 and nuts and bolts confirming to I.S.S. 1364-1983. including drilling holes in flanged if required as per specification and direction of E/I. ( sluice valve and pieces to be supplied departmentally free of cost).
-
-
-
100 mm dia
35
-
-
150 mm dia
5
-
-
200 mm dia
2
-
-
Supplying labours, tools and tackles for testing of lead C.I. or D.I. or U.P.V.C. or H.D.P.E. or A.C. pressure pipe upto 60 mtr head of water all complete as per specification and direction of E/I( water to be supplied free of cost departmentally).
-
-
-
100 mm dia
10875
-
-
150 mm dia
7620
-
-
200 mm dia
1630
-
-
250 mm dia
2750
-
-
300 mm dia
2205
-
-
400 mm dia
480
-
-
Supplying all materials, labours, tools and equipment and constructing brick masonry chamber of 1.90M.x 1.60M. x 1.80M. 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.
27
-
-
Twin Type Staff Quarter - 1 Unit (Please refer to Section 5,Sl. 2.7 of SBD)
-
-
-
E/W in Excavation in foundation trenches in ordinary soil (Vide classification of soil Item -B) & disposal of excavatd earth obtained to a distance up to 50 M including all lift leveling ramming the foundation trenches removing root of trees scrubs all complete as per approved design.
51.51
-
-
Providing ,coarse clean sand in filling in foudation trenches /in Plinth including ramming & watering in layers not exceeding 150 mm thick with all leads lift including cost of all materilas ,labour , royalty & taxes all complete as per building specification & direction Of E/I
4.29
-
-
Providing designation 75 A one brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I
57.24
-
-
Providing P.C.C M-100 in nominal mix of (1:3:6) in foundation with appoved quantity of stone metal (50 mm 25 mm dia size)graded & clean coarse sand of F.M 2.5 to 3 including screening , shuttering , mixing cement concrete in mixer & placing in position , vibrating , striking , curing taxes & royalty all complete as per building specification & direction of E/I
8.59
-
-
Providing designation 75 A brick work in C.M. (1:6) in foundation 7 Plinth with approved quality of clean coarse sand of F.M 2 to 2.5 including Providing 10 mm thick mortar joints ,Cost of screening , materials , Scaffolding , raking out joints to 15 mm depth curing , taxes & royalty all complete as per building specification & direction of E/I
36.91
-
-
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 to3 including screening , shuttering mixing cement concrete in mixer with 5% cico or any other approved water proffing compound and placing in position , vibrating , striing , curing , taxes & royalty all complete as per building specification & direction of E/I
28.54
-
-
Providing designation 75 A brick work in C.M (1:6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing10 mm thick motar 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
41.13
-
-
Providing R.C.C M-150 with nominal mix of (1:2:4) in lintel level with approved quality of stone chips 20 mm to 6mm size graded & clean coarse sand of F.M 2.5 to including screening , centring, shuttering and mixing cement concrete in mixer & placing in position vibrating striking curing (but excluding the cost of reinforcement ) taxes & royalty all complete as per building specification of (E/I.
2.89
-
-
Providing average 63 mm thick R.C.C M -150 with nominal mix (1:2:4) chajja in shelves 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 celling & sides of chajja with sand of F.M 1.5, Curing ( But excluding the cost of reinforcement ) taxes and royalty all complete as per building specification of E/I
19
-
-
Providing R.C.C M-200 with nominal mix of (1:1.5:3) in roof slab with approved quality of stone chips 20 mm to 6 mm size Graded & Clean coarse sand F.M 2.5 to including making drip course in cocrete , screening , concreting , shuttering , centring mixing cement concrete in mixer & placing in position , vibrating ,striking, curing (but excluding the cost of reinforcement) taxes & royalty all complete as per building Specification & direction of the E/I
6.08
-
-
Supplying fitting & fixing good quality ,well dressed & well seasoned sal wood work in choukhat in doors , windows , skylights , fan light 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 E/I
0.67
-
-
Supplying fitting and fixing 250X20X6 mm L-type M.S Clamp properly fish tailed .including making holes and setting the same in 375 X125X75 mm cement concrete block (1:2:4) with cost of all labour and materials and taxes as per building specification and diection of E/I @6 for each door & 4 for each window Total Quantity -(2X3X6+2X4X4)=68 nos
104
-
-
Supplying all materials , labours and fitting & fixing 38 mm (1.5) thick good quality seasoned sal wood battened shutter ledged & braced in door and windows with oxidized iron fitting such as hingles ,sliding door bolts , tower bolts , handles or ings hooks and eye , cleats , sand block as per schedule , taxes & royalty all complete as per building specification & direction of Engineer -in- charge
29.21
-
-
Supplying , fittings & fixing M.S /Gril made of 20X6 mm M.S flat as per approved design & drawing properly fabricated with joints continous filllet welded and finshed 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 .)
302.4
-
-
Providing 25 mm thick pre cast R.C.C M-150 with nominal mix of (1:2:4) in jali with approved quality to stone chips of 6mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mm thick M.S wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) including cost of curing , Scaffolding and finishing all complete as per building specification and direction E/I
0.16
-
-
Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired 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 of E/I where material is not supplied by cheet
4
-
-
Supplying , fitting and Fixing M.S Grill gate made of 20X 6 mm M.S or 16 mm M.S raurbar Flat fitted on 25 mm X 25 mm X 6mm M.S angle frame of size 60X60X6 as per approved design including cost of fabrication & drawing , properly fabricated with joints continuous fillet welded & finished smooth, providing necessary locking arrangements with Haskell & dummy duly fixed in C.C (1:2:4) blocks of reuired size applying a priming red lead paints over steel works , taxes , carriage of grill to work site , asper the building specification & direction of E/I ( where materials is not supplied by the Dept)
257.99
-
-
Providing 6 mm thick cement plaster (1:4) in celling with approved quality of clean coarse sand of F.M 1.5 including screening , curing with all leads & lifts of water , scaffolding , taxes & royalty all complete as per building specification & direction of E/I
45.56
-
-
Providing 12 mm thick cement plaster (1:6) with approved quality of clean coarse sand of F.M 1.5 including screening .Curing with all leads & lifts of water , Scaffolding , taxes 7 royalty all complete as per building specification & direction of E/I.
435.55
-
-
Providing cement 1:3 (12mm ) plaster with cement mortar (1:3) using clean coarse sand finishing with neat punning a dado 6" (150 mm) high a side room and out side wall upto plinth level includng screening , curing with all leads & lifts of water , scaffolding , taxes and royalty all complete as per building specification & direction of E/I
50.11
-
-
Earth work in filling in foudation trenches & Plinth in layers not exceeding 150 mm thick well watered ,rammed ,fully compacted & fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of E/I ( Mode of measurement compacted volume)
30.6
-
-
Providing average 150 mm thick dry rammed khoa bitten to 112mm( compacted with water ) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing and carriage of water with all leads making proper slope and blending the top with cement mortar (1:10) all complete as per building specification and direction of E/I.
47.72
-
-
Providing 25 mm thick . First class patent stone flooring (1:2:4) with stone chips in two layers ,bottom layer 19 mm thick (1:2:4) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips in pannels including cost of curing , finishing the surface smooth by rubbing with carborandum stone taxes & royalty with all complete as per building specification & direction of E/I
47.72
-
-
Providing designation 75 A one brick on edge flooring in C.M (1:4) with top surface flush pointed in CM (1:4) approved quality of clean coarse sand of F.M 2 to 2.5 including the cost of screening ,raking out joints to 15 mm depth , curing taxes,royalty all complete as per building specification and direction (E/I)
38.23
-
-
White washing three coats over new surface with approved quality of lime including the cost of cleaning surface thoroughly and removing the scales & mosh marks with jhama rubbing, scaffolding washing of floors and taxes all complete as per building specification and direction of E/I.
273.17
-
-
Color washing two coats over a coat of white wash over new surface with approved quality of lime in approved shade including the cost of cleaning surface thoroughly and removing the scales & mosh marks with jhama rubbing, scaffolding washing of floors and taxes all complete as per building specification and direction of E/I.
260.86
-
-
Providing two coats of synthetic enamel paint of approved shade and make over new wooden surface including cleaning the surface after removing dirt, scales, smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I
65.71
-
-
Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning , removing rust ,dirt ,scales ,smokes and grease and cleaning the surface thouroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I
23.32
-
-
Providing two coats of synthetic enamel paint of approved shade & make over steel surface including cleaning the surface thoroughly, scaffolding & taxes all complete as per building specification & direction of E/I.
23.32
-
-
Providing tor steel reinforcement of 8 mm dia as per approved design and drawing excluding carriage of bars to work site ,cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Specification and direction of E/I.TMT Fe 500 (Only valid for SAIL and TATA )
2.6
-
-
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
17.29
-
-
Steel 25 KM lead
1.02
-
-
Sand 10 KM lead
50.24
-
-
Bricks 15 KM lead
35645
-
-
Stone/Stone Chips 10 KM lead
17.76
-
-
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.
20
-
-
ii) 15 mm GI. Pipe.
35
-
-
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
30
-
-
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.
2
-
-
Supplying and fixing GI fittings of approved make all complete as per direction of E/I.
-
-
-
(a) Elbow 15 mm dia
20
-
-
(b) Tee plane 15mm dia
8
-
-
(c) Nipple 15mm dia.
20
-
-
(d) Union Socket 25mm dia
2
-
-
(e) Union Socket 15mm dia
4
-
-
(f) Brass bib cock 15mm dia
8
-
-
(g) C.I stop cock 15mm dia
8
-
-
(h) C.I. stop cock 25mm dia
2
-
-
(i) Reducing Socket 25x15mm
4
-
-
(j) Tee 25x25x15mm dia
5
-
-
Supplying, fitting and fixing vitreous white glazed earthen were I W C of parry Hindustan or any other I.S.S approved make with 100 mm HCI ‘P’ trap, 15 Liters CI pull and let go flushing cistern of names or other ISS equivalent make complete with all fittings C.I. or C.C brackets, 32 mm, alkathene /PVC telescopic flush pipe about 2 mtrs. long with one brass coupling and clamps, GI chain and pull including supplying and fixing a pair of vitreous white glazed earthen were footrest to be fixed in floor, 15 mm .CI body brass spindle, stop cock of weight not less than 50 grams, 15 mm. PVC connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I. (510mm.long with 12.5 Liter low level PVCSystem).
2
-
-
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.
19
-
-
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.
2.89
-
-
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.
4.76
-
-
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.
1.04
-
-
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
1.8
-
-
(b) 12 mm thick
9.86
-
-
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)
2.78
-
-
(b) B/W 75-B in (1:6) for Soak pit
0.53
-
-
(c) Brick work in dry masonry for soak pit.
1.88
-
-
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.
0.37
-
-
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
0.04
-
-
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.
1
-
-
(b) 100mm dia H.C.I. Band
1
-
-
(c) 50mm dia H.C.I. Cowel
1
-
-
(d) 50mm dia H.C.I. Vent pipe
2
-
-
(e) 100mm H.C.I. Pipe
16
-
-
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.
4
-
-
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.
10
-
-
Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I.
2
-
-
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
2
-
-
Carriages of materials
-
-
-
(a) Brick –15 KM lead
766.67
-
-
(b) Sand -10 KM lead
1.6
-
-
(c) Stone chips -10 KM lead
0.43
-
-
(d) Steel 25 KM
0.04
-
-
(d) Cement- 25 KM lead
0.33
-
-
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
20
-
-
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
2
-
-
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
120
-
-
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
60
-
-
2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring
60
-
-
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
2
-
-
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
6
-
-
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
2
-
-
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
40
-
-
PVC con 25 mm PVC pipe
20
-
-
Installation commissioning and testing Ceiling Fan
2
-
-
Carriage of ceiling fan and regulator
2
-
-
Supplying ,fitting and fixing 5 amp ceiling rose on the existing junction
5
-
-
Supplying ,fitting and fixing breas batten/ angle holder including connection etc.
2
-
-
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.
4
-
-
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.
4
-
-
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.
10
-
-
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
2
-
-
Supplying ,fitting and fixing modular base and cover plate on existing modular metal boxes etc as required.
4
-
-
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
1
-
-
Compound Wall/ Boundry Wall (320 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)
-
-
-
Earthwork in excavation in foundation isolated footing trenches in hard soil (Class A) and disposal of excavated earth as obtained to a distance of 50m. including all lift, levelling, ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I.
186.91
-
-
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.
24.92
-
-
Providing designation 75A one brick on edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
249.22
-
-
Providing P.C.C. M100 in nominal mix of (1:3:6) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.
24.92
-
-
Providing designation 75A 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, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.
60
-
-
Providing 25 mm thick DPC with norminal mix of (1:2:4) in foundation and plinth 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 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.
120
-
-
Providing designation 75A brick work in CM(1:6) in superstructure with approved quality of clean coarse sand of FM 2 to 2.5 including providing 10mm thick mortar joints, cost of screening, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.
119.14
-
-
Providing R.C.C M - 150 with nominal mix of (1:2:4) in band at lintal level with approved quality of stone chips 20 mm to 6mm size graded and clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing(but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of E/I.
12
-
-
Providing R.C.C M - 150 with nominal mix of (1:2:4) in stiffners with approved quality of stone chips 20 mm to 6mm size graded and clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing , taxes and royalty all complete as per building specification and direction of E/I.
3.31
-
-
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
1.19
-
-
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.
441
-
-
Cost of 50 x 50 x 6 mm M.S. Angle including all taxes and royalty and carriage as per specification and direction of E/I
0.18
-
-
Cost of Barbed wire of 4 point 2 ply 12 SWG ,150 mm apart.
56.8
-
-
Labour for cutting of M.S Angle iron post to required length one end splitted as fishtailed in a length of 150 mm complete as per building specification and direction of E/I .
40
-
-
Drilling 6 mm holes M.S angle iron for fixing of staples etc. as per building specification and direction of E/I .
160
-
-
Supplying fitting & Fixing straining bolt with nut size 25 cm x 10 mm dia tighten the barbed wire corner post complete as per building specification and direction of E/I . 40x 4 = 160.00
160
-
-
Labour for fitting and fixing barbed wire fencing in four rows horizontal up to height of 1.25 M and two diagonals including fixing of post in cement concrete at 2.5 M . Centers including cost of staples (but excluding the cost of cement concrete angle iron post its cutting and making holes ,nut and bolts )all complete as per building specification and direction of E/I .
320
-
-
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.
1182.94
-
-
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 floors and taxes all complete as per building specification & direction of E/I. Qnty. Same as Item no.8.
1182.94
-
-
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
33.43
-
-
Sand 10 KM lead
145.43
-
-
Bricks 15 KM lead
68968
-
-
Stone/Stone Chips 10 KM lead
20.25
-
-
Approach Road
-
-
-
Construction of embankment with approved meterial obtained from borrow pits with all lift and leads, transporting to site sperading,grading to required slope and compacting to meet requirment of to tables 300.2 rolling with smooth wheeled roller
1242.56
-
-
Construction of granual sub base by providing coarse graded marterial, spreading in unifrom layer with mortar grade on prepared surface , mixing by mix in place method with rotavator at OMC , and compecting with vibratory roller to achiver the desired dencity ,complete as per clouse 401,
90
-
-
construction of un-reinforced dowel jointed plain cement concrete pavement over a prepared sub base with 43 grade cement @400kg per cum, coarse and fine aggregate confirming to IS 383, maximum size of coarse and fine aggregate not exceeding to 25mm mixed in a batching and mixing plant as per approved mix desigen ,transported to site , laid with a fixed from or slip from paver , spread ,compacted and finished in a continuousoperation including provision of contraction , expansion,sealant primer, joint sealant,debonding strip, dowel bar,tie rod, admixtures as approved , curing compound, finishing to lines and grades as per drawing
67.5
-
-
Granular sub base with corse graded material (table;-400-2) (construction of granular subbase by providing coarse graded material spreading in unifrom layers with motor grader on prepared surface of mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desiered density ,complete as per clause 401) for grading I material
22.5
-
-
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
45.68
-
-
Sand 10 KM lead
60.75
-
-
Stone/Stone Chips 10 KM lead
171.5
-
-
Boulder 10 KM lead
60.5
-
-
Infiltration Gallery
-
-
-
Earthwork in exeavation 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 of 300 mm size and disposal of same (beyond 50m 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 E/I .
-
-
-
Initial lift
52.5
-
-
Initial lift
157.5
-
-
Extra for earthwork in all kinds of soil for each additional lift of 1.0 m or part there of over the initial lift of 1.5 m as per specification and direction of E/I.
-
-
-
1st lift
7.5
-
-
2nd lift
22.5
-
-
Supplying centrifugal cast (spun)ductile iron pressure pipe for water supply with socket and spigot ends confoirming 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 of her taxes insurance carriage to work site with loading Unloading etc. stcking including inspection charges and all taxes all complete.
400 mm DI-k7
20
-
-
Carraige of pipe upto 500 km lead
20
-
-
Supplying labours,tools , tackles , lubricant etc. for laying and jointing C.I.S /S tyton pipes (class LA) trenches supplying rubber gasket (Rubber gasket confirming to I.S.S -5382-1969) and making gasket joints including proving night guard against accident , all complete (Pipe to be supplied departmently free of cost and laying of pipes is to be done as per (I.S.3114-1985) as per design , specification and direction of E/I
-
-
-
400 mm
20
-
-
Earthwork in filling of foundation trenches or back filling of masonary structures with suitable earth in layers notexceeding 150 nmm thick well watered rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30 m and initial lift of 1.5 m complete as per ispecification and direction E/I .
25
-
-
total earth work
235.6
-
-
Dewatering the excavated trenches and pools of water in the building trinches / pipe line trenches , well works by using pumps and other devices including disposting off water to safe distance as diected by Engineer-in -charge (including cost of machinery, labour fuel ) etc. complete
1600
-
-
Providing, constructing coffer dam in river basin/dam storages as per type design including excavation, filling the middle portion with soil (in gunny bags if required) providing impervious/ semipervious materials on both sides of B.C. soil (in ganny bags if required including remming, compacting to the satisfaction of Engineer incharge till the copletion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer -in-charge.
360
-
-
Supply of Apollo V- wire screen laterals suitable for Infiltration Gallery as per site condition and details provided . End connection Suitable flange Diam .- 8 inch (200 mm) I.D =204 .O.D =224 mm screen thickness 8 mm slot-1.00 mm MOC.-Low carbon Galvanised Steel all complete as per specification and direction of E/I
60
-
-
House Connection for 3445 nos Consumer.
-
-
-
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 50m including all lifts , levelling ,ramming the foundation trenches , removing roots of trees,shrubs all completeas per approved desigen , building specifications and direction of E/I.
4860.9
-
-
Providing coarse clean sand filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including costb of all materials labours , and direction of E/I.(mode of measurement compacted volume)
144.69
-
-
Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.
244.6
-
-
Earthwork in back filling the trenches after laying of diffarent types and sizes of pipes with earth removed during excavation with in initial leasds and lifts as per specification and direction of E/I.
4650.75
-
-
Procviding 12mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5mm thick cement punning over it incliding screening , curing ,with all leasds and lifts of water, taxes and royalty all complete as per Specification and Direction of E/I.
4289.03
-
-
Providing and supplying Blue MDPE pipe 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 uasge 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 per building specification and directed.PN16(SDR-9) with ED
51675
-
-
Providing and supplying GI (Tata and euivalent make ) pipe for uasge 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 per building specification and directed.
3445
-
-
Lowering laying jointing HDPE/MDPE pipes in proper position including all specials by compression fitting / Electrofusion and buttFusion jointing procedure including hydraulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror / Heater / butt fussion welding machine with hydraulic jack, Top loading clamp etc Pump and accessories for hydraulic testing and all Labours as directed by E / I as per IS 7634 part-2.
51675
-
-
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 threadings ends if required etc all complete as per specification and direction of E / I.
15 mm
3445
-
-
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.
3 mm dia ferrule weight not less than 425 gm
3445
-
-
Providing and fixing of G.M full way valve of approved quality all complete as per specification and direction of E / I.
20 dia and weight not less than 400 gm
3445
-
-
Providing and fixing of male ended C.I. body brass spindle valve and seat Bib cock of approved quality all complete as per specification and direction of E/I.
15 dia and weight not less than 400 gm
3445
-
-
supplying and fixing of G.I fittings of approved make all complete as per specification and direction of E/I.
-
-
-
20mm dia Elbow
3445
-
-
15 mm dia Elbow
3445
-
-
20 mm dia reducing shocket
3445
-
-
20mm dia nipple
3445
-
-
15 mm dia nipple
3445
-
-
20 mm dia union shocket
3445
-
-
15 mm dia shocket
3445
-
-
20mm dia shocket
3445
-
-
Carriage of materials.
3445
-
-
Operation & Maintenance for five years
-
-
-
O/M work with Labour component & Materials for 1st Year
-
-
-
As per SBD Section - 5 Clouse 9.10
506142.95
-
-
O/M work with Labour component & Materials for 2nd Year
-
-
-
As per SBD Section - 5 Clouse 9.10
506142.95
-
-
O/M work with Labour component & Materials for 3rd Year
-
-
-
As per SBD Section - 5 Clouse 9.10
506142.95
-
-
O/M work with Labour component & Materials for 4th Year
-
-
-
As per SBD Section - 5 Clouse 9.10
506142.95
-
-
O/M work with Labour component & Materials for 5th Year
-
-
-
As per SBD Section - 5 Clouse 9.10
506142.95
-
-
Add 1% Labour Cess
1
-
-
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