Drinking Water And Sanitation Department Tender
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Costs
EMD
₹ 14,44,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_DWSD_46769_1Bid Award Id
ViewTender No
DWSD/Gumla/Banari/10/2020-21Tender Authority
Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
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Documents
BOQ Items
Notes
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The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 2009 or revised.)
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The design shall satisfy the stipulations as per I.S. 1893 -1984 and I.S.13920/1993 for seismic force and I.S.-11682 / 1985 for R.C.C. staging of over head tanks.
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For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.
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The Entire structure shal be M/250 mix only .However concrete in contract with water such as container base slab,walls,roofs slab & putting in water base area shall be in M300
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Plain round mild steel bars grade- I conforming to I.S.432 part-I orhigh yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall beused, grade- I Imild steel bars will not be allowed
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Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.
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These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral stair case for E.S.R. above 2 lakh litres capacity.
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Staging shall have to bede signed with stresses of M-200 concrete for ESR. However all RCC construction should be donein M-250. Structures in contact with water shall be designed & casted in M-300
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These rates are including the cost of up lift pressure if any and entire dewatering during execution. Incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition.
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All conditions given in the Member Secretary's Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below.
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75 % part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete.
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The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipe sand valves including cost of jointing materials upto 5 M beyond outer face of outer most column.
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For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I. / M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from in side and out side.
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Below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5 % where SBC is more than 5MT / sqm and upto 10 MT / sqm. This % of 5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.
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The rate shall be increased by 30 % for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate resistant cement shall only beused. Single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of ESR.
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For Zone 1 ESR(capcity 375KL)with staging 10m , C.I D/F up to 150mm dia shall be provided and C.I specials shall be used including 15 % for cost of pipes, specials and valves required for inlet, outlet, washout, over flow and bye pass arrangement.
1
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For Zone 2 ESR(capcity 125KL)with staging 8m , C.I D/F up to 150mm dia shall be provided and C.I specials shall be used including 15 % for cost of pipes, specials and valves required for inlet, outlet, washout, over flow and bye pass arrangement.
1
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Construction of 2 MLD WTP
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Designing (aesthetically), providing constructing high rate Unconventional Water Treatment Plant i.e. Simplified Water Treatment Plant consisting of Civil, Mechanical and Electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing antitermite treatment to entire structure below ground level, mechanical and electrical components of various sub-works as given below, including necessary hydraulic testing, structural testing, equipment testing and trial run for a period of 3 months, etc. complete as directed by Engineer-in-charge (turn-key job).
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Aeration fountain
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Inlet arrangements
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Mixing channel with ventury flume and flow measuring arrangement
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Inlet channel
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Flocculator- Conforming to I.S. 7208-1974 (Type-C) with detention period of 30 minutes
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Tube settlers-Designing, fabricating and constructing Tube Settlers with square or any other shaped tube like Circular, Cheveron, Hexagonal etc .having proven performance
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Rapid sand gravity filters
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Filter house
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Chemical house
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Alum tanks- 2Nos. with mixing, carrying and dosing arrangements with piping.
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Gravity feed gas chlorinator with 100% standby.
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TCL solution tank with mixing, carrying and dosing arrangement with piping.
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Bypass arrangement
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External and internal electrification
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Laboratory equipments
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Wash water tanks of capacity equal to 12 minutes to wash specified numbers of filter beds at time at 600 liters/ m2 / m under head of 12 m at under drain.
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Wash water pumps with 100% standby
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Air blowers capable of delivering 600 LMP per square metre of free air of filter area at 0.4 Kg / sqcm at the under drains (100 % standby).
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Pure water sump of capacity equal to 1 hour pumping capacity.
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Pure water pump house over the sump / by the side of sump.
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Drainage arrangements
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Alum store
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Sanitary block with necessary water supply and drainage arrangements and internal WBM roads.
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These rates are applicable for seismic zones 2, 3 and 4.
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Rates given below are inclusive of uplift pressure if any and dewatering during the entire work.
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All RCC structures shall be constructed in M-250. Structures in contact with water shall be in M-300.
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Unconventional Treatment Plants less than 1 MLD capacity shall not be constructed.
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Fixed cost for 2 MLD
1
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Construction of R.CC intake well cum pump house with Dia of well-5.00 M,Steining wall-11.82M and hieght of pump house-5M.
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Earth work in excavation of foundation trenches of toe wall , spillway, head regulator, outlet, intake well etc as per designed section in all kinds of soil including , moorum soil, mixed with Kankar, pebbles and bouldersupto 300 mm size and disposal of the same (beyond 50m away from the edge of the trenches) with initial lead of 150 mtr and initial lift of 1.50 mtr as per specification and direction of E/I.
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Initial Lift
126.38
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1st Lift
64.43
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2nd Lift
50.99
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Earth work in excavation of foundation trenches of toe wall , spillway, head regulator, intake well and outlet etc as per designed section in ordinary rock 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 mtr and lift of 1.50 mtr as per specification and direction of E/I.
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3rd Lift
41.94
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4th Lift
36.4
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5th Lift
23
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Providing and laying P.C.C or R.C.C. M-150 with nominal mix (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge.
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Foundation
3.02
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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 sanchions 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 reinforcement).
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R.C.C M-300 in Foundation
8.48
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Providing and costing in situ cement concrete of trap/ granite/ quartzite /gness metal of approved quilty for R.C.C work as per detailed drawing and designs or as directed by Engineer -in- Charge including narmol dewatering,sentering plywood, formwork bully/steel prop-ups, compaction finishing the formed surface with 1:3 sufficeint minimoum thickness if special finish is to be provided and curing etc. complete. (excluding the cost of reinforcement.)
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For RCC M-300 grade Slabs/Landings/Vertical Walls/Waist Slabs/Steps for Staircase in Foundation staine wall of Intake Well :
48.71
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Providing and costing in situ cement concrete of trap/ granite/quartzite/gness metal of approved quilty for R.C.C work as per detailed drawing and designs or as directed by Engineer-in-Charge including narmol dewatering, centering plywood,formwork bully/steel prop-ups, compaction finishing the formed surface with 1:3 sufficeint minimum thickness if special finish is to be provided and curing etc. complete (by weigh bacthing and mix design for M-250 only .excluding the cost of reinforcement.
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For RCC M-250 grade Floor Slab Beam
2.8
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For RCC M-250 grade beem
0.63
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Providing and costing in situ cement concrete of trap/ granite/ quartzite/ gness metal of approved quilty for R.C.C work as per detailed drawing and designs or as directed by Engineer-in-Charge including narmol dewatering, sentering plywood, formwork bully/steel prop-ups, compaction finishing the formed surface with 1:3 sufficeint minimoum thickness if special finish is to be provided and curing etc. complete (by weigh bacthing and mix design for M-150 only . (excluding the cost of reinforcement.
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For RCC M-250 grade
5.6
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Providing R.C.C M-250 in nominal mix (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3.0 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 Engineer Incharge.
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columns upto lintel level
1.56
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Providing R.C.C M-250 in nominal mix in band at lintel level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3.0 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 Engineer Incharge.
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Band at lintel level
2.53
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Providing RCC M 250 with nominal mix (1:1:5:3) in roof slab of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of FM,2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position,vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I.
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Pump house roof
3.19
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Providing 63 mm average thick RCC M-150 with nominal mix of (1:2:4) 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 ncluding,taking drip course in concrete screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating,striking,6 mm thick cement plaster (1:4) in ceiling and sides of chhajja with sand of FM 1.5,curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I.
4.32
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Providing TMT reinforcement (TOR steel) 12 mm as per approved design drawing,removal of rust cutting,bending,binding including supplying an nealed wire placing MS rods in position all complete job as per specification and direction of E/I.
8.32
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Providing designation 75A brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F. M. 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening, materials, scaffolding, ranking out joints to 15mm depth curing, taxes & royalty all complete as per building specification & direction of E/I.
13.66
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Supplying fitting and fixing fully glazed steel door window or ventilators of standard rolled Z and mullion section and sizes as per I.S.-1038 joints met and welded with 100x16x3 mm MS lugs fixed in cement concrete (1:2:4) blocks 15x10x10 cm size including cost of oxidized iron fitting with hinges,handle per teps, catch springs 3mm 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
7.2
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Supplying fitting and fixing collapsible gate of approved size and make properly fabricated with vertical double channels 20x10x2 mm at 100 mm. Centers and braced with M.S. flat diagonals 20x3mm with top &Bottom rails of T-iron 40x40x6 mm with 38 mm dia steel pulleys complete with bolts, nuts locking arrangement stoppers handles including applying a priming coat of red lead paint,carriage hoisting and taxes all complete as per building specification and direction of E/I.
5.76
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Providing 12 mm 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 building specification and direction of E/I.
156.35
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Providing 12 mm thick water proof cement plaster (1:3) with clean coarse sand of FM 1.5 with 5% cico or any other water proofing compound including screening curing,with all leads and lifts of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I.
130.68
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Providing 6 mm thick cement plaster (1:4) in ceiling 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.
58.25
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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.
212.16
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Providing two coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I.
20.16
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Providing R.S.Joist ISMB 350x140 mm size fitting and fixing in position including cutting to required in shape and size, its carriage applying a primer coat of red lead paint etc all complete as per building specification and direction of E/I.
0.29
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Providing & Fixing G.I.Pipe Railing having 1.0 m height consisting 50x50x6 mm thick M.S.Angles as verticals at 1.5 m c/c, and additional poles at every corner with three rows of 25 mm dia G.I.pipes of medium class variety as horizontal & painting three coats of oil paint over 1 coat of anticorrosive paint of approved colour & shade including cost of all labour, transporting bends to urved shape,etc. complete.
23.56
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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 Engineer-in-charge(including cost of machinery,labour,fuel),etc.
4800
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Providing Double Flanged Sluice valve confirming for IS 2906 /14846 including worn gear arrangements as per test pressure stainless steel spindle,caps including all transportation etc. complete . (without by pass arrangement PN 1.6(with ED)
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Sluice valve-250 mm dia.
2
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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. 250mm Sluice valve fitting/fixing
2
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Providing ,supplying & laying ISI standard C.I. specials & fitting with 600 mm dia double flanged tail piece 2 nos,wheel stand 2 nos. , CI strainer (surface area 3.50 sqm ) 2 nos.,32 mm Dia rod approx 11 m long complete with M.S. nut & bolts coated or otherwise protected from rusting and suitable etc all complete.
700
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Supplying materials and labour for fixing 20mm dia M.S. bar steps in stening wall of 0.30 m intrenal and staggered in (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specifiction and direction of E/I.
35
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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
50.43
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Steel 25 KM lead
8.32
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Sand 10 KM lead
31.43
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Bricks 15 KM lead
5546
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Stone/Stone Chips 10 KM lead
57.15
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Construction of Gang Way 50 M long and 3.00 M wide
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Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in all kind of soil including moorum soil, soil mixed with kankar, pebbles & boulders upto 300m size & disposal of the same ( beyond 50 m away from the edge of the trenches) with initial lead of 150 M & initial lift of 1.50M as per specification & direction of E/I.
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Initial Lift
314.79
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1st Lift
134.55
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Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator, intake well and outlet etc. as per designed section in ordinary rock 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 & initial lift of 1.50m as per specification & direction of E/I
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2nd Lift
84.55
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3rd Lift
34.32
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Providing P.C.C M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 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 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 of approved quality for RCC work in foundation like raft,grillage,strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood formwork, bully/steel prop-ups, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M-300 only. (excluding M.S, or Tor ln RCC)
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In Raft foundation
18.5
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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 formwork, bully/steel prop-ups, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. (excluding M.S, or Tor ln RCC M-250) For Columns
4.38
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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 formwork, bully/steel prop-ups, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. (excluding M.S, or Tor ln RCC M-250) For Bracings
0.9
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Providing R.C.C M-200 in nominal mix of (1:1.5:3) in beam with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 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 specification and direction of E/I.
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In Gangway floor beam
29.18
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Providing R.C.C M-200 in nominal mix of (1:1.5:3) in roof slab with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 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 specification and direction of E/I.
22.5
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Providing for steel reinforcement of 10 mm,12 mm & 16mm dia bar as per approved design and drawing excluding carriage of bar to work site cutting,bending,binding including supplying annealed wire with cost of wire,removal of rust,placing MS rods in position all complete job as per specification and direction of E/I.
8.88
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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 wherever required and its removal royalty and all taxes etc complete job as per building specification and direction of E/I.
65.97
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Providing 6 mm thick cement plaster (1:4) in ceiling 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.
312
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Providing & Fixing G.I.Pipe Railing having 1.0 m height consisting 50x50x6 mm thick M.S.Angles as verticals at 1.5 m c/c, and additional poles at every corner with three rows of 25 mm dia G.I.pipes of medium class variety as horizontal & painting three coats of oil paint over 1 coat of anticorrosive paint of approved colour & shade including cost of all labour, transporting bends to urved shape,etc. complete.
100
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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.
378.17
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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 Engineer-in-charge (including cost of machinery, labour, fuel), etc. all Complete
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
40.2
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Steel 25 KM lead
8.88
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Sand 10 KM lead
34.17
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Stone/Stone Chips 10 KM lead
72.52
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Coffer dam for Intake and Gangway
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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 / semimpervious materials on both side of B.C.soil(in gunny bags if required) including ramming, compacting to satisfaction of Engineer-in-charge,till the completion of work including dismantling coffer dam after completion of works and disposing off material as directed by the Engineer-in-charge.
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For Gangway
150
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For Intake Well
243.51
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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
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(i) Vertical Turbine Pump [ Make : Kirloskar/ joyti/Worthington/ Mather & Platt]as per IS. 1710/1972, SIS of VT pumpset capable of discharging 1270 LPM against the total head of 45 M coupled with vertical hollow shaft squirrel cage induction motor, Eff1 rating having 15% more BHP than that of pump, opereting on 1500 rpm, 415V, 50Hz, [Make; Kirloskar/ BHEL/ ABB/ Joyti/ Crompton greeves] all complete suitable discharge & head, base plate & accessories such as sutable MS Column pipe flange type 60 ft spider bearing , line shaft rubber cut less bush spider with stainer , sluice valve ratio PN - 1.6 NR valve , pressure gause including cost of contruction PCC foundation with cement sand , stone chips (1:2:4) foundation bolt nut, spring washer , plaster punning of foundation and making delivery pipe with piping works requiredfor the job and etc all complete job , testing of pump set on full load at site. (Contractor will again have to check the Design of pump & motor and get it approved by the Deppt.)
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Discharging - 1270 LPM and Head - 45M (1W + 1S)
2
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Main Power Distribution Panel cum MCP for Raw Water to be installed at Intake Well Pump House:- Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable guage and size ,dust and vermin proof and painted consisting of proper power distribution 4 pole 100A copper busbar, 1 no. incoming feeder of 100A MCCB, 2 nos. outgoing feeder of 63A for pumps sets, 1 no. 63 A MCCB outgoing Spare feeder [ MCCB make:L&T/ABB/ HPL Siemens/ Havells], 2 no. 32A MCB feeder for lighting and utility, 2 nos.Suitable Fully automatic star delta starter [make:- L&T/Jyoti/ Siemens/Schnieder/ HPL] suitable for above H.P. , switch disconnected isolator (TPN) rated (63A-415V), selector switches, Volt-meters, Ampere-meters, MFM/ indicator lamps etc. all complete with internal wiring, protection units/relays and capacitor banks of proper KVAR for Power Factor control. (Contractor will again have to check the Design of panel and get it approved by the Deppt.)
1
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Power wiring with required 50Sq mm 3.5 core 1.1 KV grade armoured alumminium cables XLPE/PVC inculated armoured cable from WTP Transformar to MCP at Raw water pump house. laying , jointing and making proper terminations ,etc. all complete.
200
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Power wiring with required 16 Sq mm 3 core 1.1KV, Grade armoured copper cables XLPE/PVC insulated unarmoured cable from Power distribution Panel (MCP) to motors, including laying on wall or on floor as where required, jointing and making proper terminations, etc. all complete.
60
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Earthing: Making, earthing as per IE rule for each Motors
3
-
-
Providing / erecting Servo controled Automatic voltage stebilizer (Output 415+/-1%) Input 220 to 460 volt 3 phase 50 HZ, with copper would transformer Air cooled of 40 KVA etc all complete with change over switch and all acessories.conforming to relavant IS codes with reputed make
1
-
-
Lightening Arrester: installatiom of lighteing Arrester over pump house for raw water pumping plants as per EI rule etc. all complete as per site requirement.
1
-
-
COST of 3T triple type chain pully block suitable as below with 6m lift complete with laoad chain and hand chain suitable for avove lift, tested 50% over load as per IS 3832 carry ISI etc. all complete job as per the site requirement.
1
-
-
Lighting: doing internal and external lighting by doing wiring and instoling lumenaries e.g suitable wattage LED, light fittings with standard lumane in pump house, Gangway etc all complete for Raw water plant, including fire extingusher, first aid box etc. as per the direction of E/I.
1
-
-
Cost of construction of DP stucture with Rail pole and different type of MS channels, M.S angles, brackets, AB switvh,insulators, three set of horn gape & do fuse, DO fuse and lighleing arrester , nut bolts, fabrication work required for the job, cost of earhting of transformer (Two nos, one nos for neutral and one for body) with all required material labours, cost of providing disc & pin insulator for HV and LV site of the transformer, testing of dielectric strenght of transformer oil etc. for transmiction of power all comlete job as per I.E. rules and specifiction of Jharkhand state electriciry board etc. all complete for the above mentioned transformer.
1
-
-
(Mechanical & Electrical Part at WTP)
-
-
-
Suply, installation, testing and commisssioning of horizontal casing centrifugal pumpsets with alied equipment as (Please refer to Section 5,Sl. 2.5 of SBD)
-
-
-
Horizontal Split Casing end suction Centrifugal Pump [make: Kirloskar/Jyoti/ Worthington/ Mather & Platt], capable of discharging-1270 LPM,75M mounted on common base plate and coupled with SPDP/TEFC, Eff1, squirrel cage induction motor, rating of motor 15% more BHP than that of pump, operating on 1500 rpm, 415V, 50Hz [make:Kirloskar/ABB/ Jyoti/Crompton Greaves/BHEL] pressure gauge, required size of sluice valve and non-return valve, standard fittings etc. including construction of MS Suction and delivery header, jointing it with Suction and Delivery line by providing required MS/CI pipes, flanges,reducer and specials, nuts bolts, packings etc. all complete as per the requirement, standards and instruction of E/I.(Contrator will again have to check the design of motor,pump & he will to get it approved by the Deptt.)
(Note - All valve should be suitable for SCADA operation)
-
-
-
Discharge 1270 LPM and Head 75 M, (1W+1S)
2
-
-
Main Power Distribution Panel cum MCP for Clear Water to be installed at WTP:- Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable guage and size ,dust and vermin proof and painted consisting of proper power distribution 4 pole 200A copper busbar, 1 no. incoming feeder of 200A MCCB, 2 nos. outgoing feeder of 100A for pumps sets, 1 no. 100A MCCB outgoing Spare feeder [ MCCB make:L&T/ABB/ Siemens/ Schneider Havells/ HPL], 2 no. 32A MCB feeder for lighting and utility, 2 nos.Suitable Fully automatic star delta starter [make:- L&T/Jyoti/ Siemens/ Schneider] suitable for above H.P. , switch disconnected isolator (TPN) rated (200A-415V), selector switches, Volt-meters, Ampere-meters, indicator lamps etc. all complete with internal wiring, protection units/relays and capacitor banks of proper KVAR for Power Factor control. and as per requirement including 2 nos 63A MCCB for WTP load,etc. all complete job.
1
-
-
Power wiring with required 120 Sq mm 3.5 core 1.1KV grade armoured Aluminium Cables, XLPE/PVC insulated armoured cable from Transformer to MCP at Clear Water Pump House. Laying, jointing and making proper terminations,etc. all complete.
200
-
-
Power wiring with required 25 Sq mm 3 core 1.1KV grade unarmoured Copper cables, XLPE/PVC insulated unarmoured cable from Power distribution Panel (MCP) to Motors, including laying on wall or on floor as where required, jointing and making proper terminations,etc. all complete.
70
-
-
Earthing: making earthing as per IE Rule for each motors.
3
-
-
Lightening Arrester: installation of lightening Arrester over pump house for Clear Water pumping plant as per IE rule etc. all complete as per site requirement.
1
-
-
Providing / erecting Servo controled Automatic voltage stebilizer (Output 415+/-1%) Input 220 to 460 volt 3 phase 50 HZ, with copper would transformer oil cooled of 75 KVA etc all complete with change over switch and all acessories.conforming to relavant IS codes with reputed make
1
-
-
Cost of 3T Triple spur type chain pulley block suitable as below with 6m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carry ISI etc. all complete job as per the site requirement.
1
-
-
Providing erecting of fire extingusher, first aid box,tools & tackles etc. as per the direction of E/I.
1
-
-
Cost of construction of substation in DP stucture and different type of MS channels, M.S angles, brackets, insulators, three set of horn gape & do fuse, DO fuse and lighleing arrester , nut bolts,AB switch, fabrication work required for the job, cost of earhting of transformer (Two nos, one nos for neutral and one for body) with all required material labours, cost of providing disc & pin insulator for HV and LV site of the transformer, testing of dielectric strenght of transformer oil etc. for transmiction of power all comlete job as per I.E. rules and specifiction of Jharkhand state electriciry board etc. all complete for the above mentioned transformer.
1
-
-
Raw Water Rising main.
-
-
-
Supplying centrifugally cast (spun) Ductile iron pressure pipes for water supply with socket and Spigot ends conforming to IS 8329/2000 in standard working lengths of class K-9 suitable for push-on-joint (Rubber gasket D jointing ) with cement morter lining inside surface and outside zinc coating with bituminous paint including all other taxes, insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all complete including one No rubber gasket along with each pipe
-
-
-
DI K-9,Dia 200mm
1015
-
-
Carriage 400 KM
1015
-
-
Supplying labour tools and tackles for testing of Lead CI or UPVC or HDPE or AC or DI pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.
-
-
-
DI K-9,Dia 200mm
1015
-
-
Providing and supplying ISI standard D.I specials & fitting with sealing rubber gasket of S.B.R complete with cast iron follower gland and M.S nut & bolts coated or otherwise protected from rusting and suitable for D.I pipes including ED, CST, all taxes, etc. complete as per I.S-9523 but excluding freight.
357
-
-
Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6)
-
-
-
Sluice Valve-Dia 200 mm
2
-
-
Providing and supplying air valve as per IS-14845-2000 and MJP's standard specification of approved make & quality of following diameters including all taxes ( central and local), railway freight, insopection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores / sites unloading and stacking etc. complete.depatmental.
-
-
-
25mm dia Air Valve
1
-
-
Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge
-
-
-
DI-K9 Dia 200mm
652.77
-
-
E/W in excavation of foundation trenches as per design section in soft rock or ordinary rock (vide classification of soil item-C) and disposal of excaveted materials so obtained(50M away from the edge of the trenches) with initial lead of 150M and initial lift of 1.5M etc. all complete as per specifictaion and direction of E/I.
279.76
-
-
Supplying labours, tools, tackles, lubricant etc. for laying and jointing D.I/C.I. S/S tyton pipes (class LA) trenches supplying rubber gasket conforming to I.S.S - 5382-1969) and making gasket joint 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 pipe is to be done as per I.S.S 3114-1985 as per deisgn, specification and direction of E/I.
-
-
-
DI-K9,Dia 200mm
1015
-
-
Lowering, laying and fixing in proper alignment and position all type of C.I air valves as directed by engineer in charge including cost of conveyance from store to site of work, cost of all materials and giving satisfactory hydraulic testing etc. complete(for all class of valves).Air Valve Singe Ball(PN-1 and PN-1.6)
-
-
-
25mm dia Air Valve
1
-
-
Supplyng labour and tools for fixing sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.S specification, including supplying all jointing materials (Pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S 6587-1972 and nuts and volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.
-
-
-
Sluice Valve-Dia 200 mm
2
-
-
Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.
746.03
-
-
Construction of B.W. masonary valve chamber
3
-
-
Supply all materials & construction of Thrust Block where required
5
-
-
Clear Water Rising main.
-
-
-
Supplying centrifugally cast (spun) Ductile iron pressure pipes for water supply with socket and Spigot ends conforming to IS 8329/2000 in standard working lengths of class K-9 suitable for push-on-joint (Rubber gasket D jointing ) with cement morter lining inside surface and outside zinc coating with bituminous paint including all other taxes, insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all completewith one no. rubber insertion along with each pipe(including carriage)
-
-
-
DI K-9,Dia 150mm
10990
-
-
DI K-9,Dia 200mm
330
-
-
Carriage 400 KM
-
-
-
DI K-9,Dia 150mm
10990
-
-
DI K-9,Dia 200mm
330
-
-
Supplying labour tools and tackles for testing of Lead CI or UPVC or HDPE or AC or DI pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.
-
-
-
DI K-9,Dia 150mm
10990
-
-
DI K-9,Dia 200mm
330
-
-
Providing and supplying ISI standard D.I specials & fitting with sealing rubber gasket of S.B.R complete with cast iron follower gland and M.S nut & bolts coated or otherwise protected from rusting and suitable for D.I pipes including ED, CST, all taxes, etc. complete as per I.S-9523 but excluding freight.
3090
-
-
Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6 with ED)
-
-
-
DI K-9,Dia 150mm
4
-
-
DI K-9,Dia 200mm
1
-
-
Providing and supplying air valve as per IS-14845-2000 and MJP's standard specification of approved make & quality of following diameters including all taxes ( central and local), railway freight, insopection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores / sites unloading and stacking etc. complete.depatmental.
-
-
-
25mm dia Air Valve
5
-
-
Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge
5906.97
-
-
E/W in excavation of foundation trenches as per design section in soft rock or ordinary rock (vide classification of soil item-C) and disposal of excaveted materials so obtained(50M away from the edge of the trenches) with initial lead of 150M and initial lift of 1.5M etc. all complete as per specifictaion and direction of E/I.
2531.56
-
-
Supplying labours, tools, tackles, lubricant etc. for laying and jointing D.I/C.I. S/S tyton pipes (class LA) trenches supplying rubber gasket conforming to I.S.S - 5382-1969) and making gasket joint 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 pipe is to be done as per I.S.S 3114-1985 as per deisgn, specification without rubber gasket and direction of E/I.
-
-
-
DI-K9,Dia 150mm
10990
-
-
DI-K9,Dia 200mm
330
-
-
Lowering, laying and fixing in proper alignment and position all type of C.I air valves as directed by engineer in charge including cost of conveyance from store to site of work, cost of all materials and giving satisfactory hydraulic testing etc. complete(for all class of valves).Air Valve Singe Ball(PN-1 and PN-1.6)
-
-
-
25mm dia Air Valve
5
-
-
Supplyng labour and tools for fixing sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.S specification, including supplying all jointing materials (Pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S 6587-1972 and nuts and volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.
-
-
-
DI-K9,Dia 150mm
4
-
-
DI-K9,Dia 200mm
1
-
-
Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.(for classification of soil item A & B)
6750.82
-
-
Construction of B.W. masonary valve chamber
16
-
-
Supply all materials & construction of Thrust Block where required
57
-
-
Distribution System
-
-
-
Earth work in excavation (As per IS. 3114/1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in charge (Classification soil item B) - 70% of excavated earth.
26617.16
-
-
E/W in excavation of foundation trenches as per design section in soft rock or ordinary rock (where blasting is not needed) (vide classification of soil item-C with disposal of spoil (beyond 50M away from the toe of dam in country side) with initial lead of 150M and lift of 1.5M, including making the section in profile, dressing sides in proper slope and bed in proper grade etc. all complete as per specifictaion and direction of E/I.
6654.29
-
-
Supplying tool cutting road as well restoring the same as per specification and direction of E/I
-
-
-
Pucca road-
1155.54
-
-
Water Bound Macadam Road-
866.65
-
-
Dismentaling plain cement or lime concrete work including stacking servicable materials in countable stacks within 15 meter lead and sisposal of unservicable materials with all leads all complete as per direction of E/I.
130
-
-
Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I.
130
-
-
Supplying centrifugally cast (spun) Ductile iron pressure pipes for water supply with socket and Spigot ends conforming to IS 8329/2000 in standard working lengths of class K-7 suitable for push-on-joint (Rubber gasket D jointing ) with cement morter lining inside surface and outside zinc coating with bituminous paint including all other taxes, insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all complete including cost of rubber gasket along with each pipe and carriage.
-
-
-
(i) 100 mm dia pipe
19764
-
-
(ii) 150 mm dia pipe
4255
-
-
(iii) 200 mm dia pipe
6659
-
-
(iv) 250 mm dia pipe
588
-
-
(v) 75 mm dia HDPE pipe
22761
-
-
Carriage 400 KM
-
-
-
(i) 100 mm dia pipe
19764
-
-
(ii) 150 mm dia pipe
4255
-
-
(iii) 200 mm dia pipe
6659
-
-
(iv) 250 mm dia pipe
588
-
-
Providing and supplying ISI standard D.I specials & fitting with sealing rubber gasket of S.B.R complete with cast iron follower gland and M.S nut & bolts coated or otherwise protected from rusting and suitable for D.I pipes including ED, CST, all taxes, etc. complete as per I.S-9523 but excluding freight.
15940
-
-
supplying tools and tackles for testing of laid C.I or UPVC or HDPE or AC or DI pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge.
-
-
-
100 mm dia pipe
19764
-
-
150mm
4255
-
-
200mm
6659
-
-
250mm
588
-
-
75 mm dia HDPE pipe
22761
-
-
Supplying labours, tools, tackles, lubricant etc. for laying and jointing D.I/C.I. S/S tyton pipes (class LA) trenches supplying rubber gasket conforming to I.S.S - 5382-1969) and making gasket joint 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 pipe is to be done as per I.S.S 3114-1985 as per deisgn, specification and direction of E/I.
-
-
-
(i) 100 mm dia pipe
197.64
-
-
(ii) 150 mm dia pipe
42.55
-
-
(iii) 200 mm dia pipe
6659
-
-
(iv) 250 mm dia pipe
588
-
-
(v) 75 mm dia HDPE pipe
22761
-
-
Labour Charge for one cutting of cast iron/DI pipe & specials including supplying ,necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I.
-
-
-
100 mm dia
200
-
-
150 mm dia
109
-
-
200 mm dia
70
-
-
250 mm dia
15
-
-
75 mm dia HDPE pipe
500
-
-
Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. all complete (PN -1 without bypass arrangement)
-
-
-
100 mm dia
20
-
-
150 mm dia
7
-
-
200 mm dia
7
-
-
250 mm dia
1
-
-
75 mm dia HDPE pipe
20
-
-
Providing, installing & giving satisfaction field testing of flanged ends Bulk water meter of following type and as mentioned below in (a) and (b) with FGI -250 cast iron body,class "B"confirming to I.S 2373 or as per ISO 4064,marked to read in metric system,along with manufacturer,s test and guarantee certificate including cost of all material with ISI mark or EEC mark (Enclosed type as per IS 2373)
-
-
-
200 mm dia
1
-
-
250 mm dia
1
-
-
Supplyng labour and tools for fixing C.I sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged koints as per I.S specification , including supplying all jointing materials (Pig lead confirming to ISS 782-1978, yarn confirming to IS.S 6587-1972 and nuts and volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.
-
-
-
Sluice valve
-
-
-
100mm
20
-
-
150mm
7
-
-
200mm
7
-
-
250mm
1
-
-
75 mm dia HDPE pipe
20
-
-
Construction of B.W. masonary valve chamber
57
-
-
Earth work in back filling the 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)
26617.16
-
-
BOUNDARY/ COMPOUND WALL (Boundary wall =360M)
-
-
-
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.
283.5
-
-
For Stiffner
10.87
-
-
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.(Mode of measurement compacted volume).
-
-
-
Qty
27
-
-
For Stiffner
1.04
-
-
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.
-
-
-
Qnty
270
-
-
For Stiffner
10.37
-
-
Providing P.C.C M - 100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
-
-
-
Qnty in Foundation:
33.77
-
-
Qty
1.3
-
-
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.
-
-
-
Qnty.
162
-
-
Providing 25mm thick DPC band at plinth level with nominal mix of (1:2:4) in band at plinth level in foundation and plinth 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.
135
-
-
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.
-
-
-
Qnty. Wall
143.6
-
-
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.
-
-
-
Qnty in Coping above wall :
13.5
-
-
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.
-
-
-
Qty.
3.73
-
-
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
-
-
-
Qty
1.35
-
-
Supplying fitting & Fixing M.S grill gate with M.S grills made 20x6mm M.S flat or 16mm M.S square bars fitted 25x25x6mm M.S angle farme of size 60x60x6 mm including cost of fabrication,providing necessary locking arrangement with haskal and domny duly fixed in P.C.C (1:2:4) blocks of required size, applying a priming red lead paint over steel work , taxes all complete as per direction of E/I.
-
-
-
Qnty.
1260
-
-
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
0.65
-
-
Cost of Barbed wire of 4 point 2 ply 12 SWG ,150 mm apart.
204.48
-
-
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 .
126
-
-
Drilling 6 mm holes M.S angle iron for fixing of staples etc. as per building specification and direction of E/I .
576
-
-
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 .
576
-
-
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 .
360
-
-
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.
-
-
-
Qnty.Wall and Pillars
1521.9
-
-
Qnty. Stiffner
12.96
-
-
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.Wall and Pillars
1521.9
-
-
Qnty. Stiffner
12.96
-
-
steel gate
3
-
-
Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
-
-
-
Cement 25 KM lead
25.23
-
-
Steel 25 KM lead
1.35
-
-
Sand 10 KM lead
96.25
-
-
Bricks 15 KM lead
6042
-
-
Stone/Stone Chips 10 KM lead
30.41
-
-
Staff Quarters
-
-
-
E / W in excavation in foundation trenches in ordinary soil (vide classification of soil item - A ) and disposal of excavated earth obtained to a distance upto 50 M including all lift leveling, ramming the foundation trenches removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.
51.51
-
-
Providing, coarse clean sand in filling in foundation trenches/ in plinth including ramming & watering in layers not exceeding 150mm thick with all leads, including cost of materials, labour, royalty & taxes all complete as per building specification & direction of E/I. (mode of measurement compacted volume).
4.29
-
-
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.
57.24
-
-
Providing P.C.C.M -100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade- III (50 mm to 25 mm size) clean coarse sand of F.M.2.5 to 3 including screening, shu ttering , mixing cement concrete in mixer & placing in position, vibrating, striking, curing, taxes & royalty all complete as per building specification & direction of Engineer-in-charge.
8.59
-
-
Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I.
37.03
-
-
Providing 25 mm thick damp proof coarse with cement concrete M-150 with nominal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand of F.M.2.5 to 3 including screening, shuttering, mixing cement concrete in mixer with 5 % cico or any other approved water proofing compound and placing in position, striking, curing, taxes & royalty all complete as per building specification & direction of E/I.
28.54
-
-
Providing designation 75 A brick work in C.M. (1:6) in Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening, materials scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I.
41.14
-
-
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 excluding the cost of reinforcement), taxes & royalty all complete, as per building specification and direction of E/I.
2.89
-
-
Providing average 63 mm thick R.C.C.M-150 with nominal mix of (1:2:4) chajja with approved quality of stone chips 20mm to 6mm size graded & clean coarse sand of F.M. 2.5 to 3 including making drip course in concrete, screening, centering, shuttering & mixing cement concrete in mixer & placing in position vibrating, striking, 6 mm cement plaster (1:4) in ceiling & sides of chajja with sand of F.M. 1.5, curing (but excluding the cost of reinforcement ) taxes and royalty all complete as per building specification of E/I.
19
-
-
Providing R.C.C. M-150 with nominal mix of (1:2:4) in roof slab with approved quality of stone chips 20 mm to 6 mm size Graded & clean coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes & royalty all complete as per building specification & direction of the E/I.
6.08
-
-
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.
0.67
-
-
Supplying fitting and fixing 250 x 20 x 6 mm L-type M.S. Clamp properly fish tailed, including making holes and setting the same in 375 x 125 x 75 mm cement concrete block (1:2:4) with cost of all labour and materials and taxes as per building specification and direction of E/I .
104
-
-
Supplying fitting & fixing 38mm(1.5) thick good quality well dressed and well seasoned Sal wood battened shutter ledged & braced in doors and windows with oxidized iron fitting such as hinges, sliding door bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand block as per schedule, taxes & royalty all complete as per building specification & direction of E/I.
29.21
-
-
Supplying, fitting & fixing M.S. Grill made of 20 x 6mm M.S. Flat as per approved design & drawing properly fabricated with Joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per the building specification and direction of E/I. (where materials is not supplied by the Deptt.)
-
-
-
40Kg / sqm (40x7.56m2)
302.4
-
-
Providing 25 mm thick precast R.C.C. M-150 with nominal mix of (1:2:4) jali with approved quality of stone chips of 6 mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mm thick M.S. wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) including cost of curing, scaffolding and finishing all complete as per building specification and direction of E/I.
0.54
-
-
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.).
4
-
-
Supplying fitting and fixing M.S. grill gate with M.S. grills made of 20 x 6 mm M.S. flats or 16 mm .M.S. square bars fitted on 25 x 25 x 6mm. M.S. Angle frame of size 60 x 60 x 6 m m including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. (when steel is not supplied by the Deptt.)
257.99
-
-
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.
45.56
-
-
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.
435.66
-
-
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 beaten to 112 mm (compacted with water) made of well burnt 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/l.
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
-
-
Providing all materials,labours & doing 3(three) coat white washing with approved quality of lime and colour over the new surface including the cost of cleaning surface thoroughly and removing the scales & ash marks with jhama rubbing, scaffolding washing of floors and taxes all complete as per building specification and direction of E/I.
273.17
-
-
Providing all materials,labours & doing 2(two) coat colour washing over a coat of white wash with approved quality of lime and colour over the new surface including the cost of cleaning surface thoroughly and removing the scales & ash marks with jhama rubbing, scaffolding washing of floors and taxes all complete as per building specification and direction of E/I.
227.02
-
-
Providing two coats of painting with readymix paint over a coat of primer of approved shad and make over new wooden surface afetr 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
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 painting with ready mixed paint of approved shade & make over steel surface including cleaning the surface thoroughly, scaffolding & taxes all complete as per building specification & direction of E/I.
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 )
0.96
-
-
Cement 25 KM lead
23.44
-
-
Steel 25 KM lead
0.76
-
-
Sand 10 KM lead
71.5
-
-
Bricks 15 KM lead
70856
-
-
Stone/Stone Chips 10 KM lead
40.05
-
-
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 -5 KM lead
1.6
-
-
(c) Stone chips -10 KM lead
0.43
-
-
(d) Steel 18 KM
0.04
-
-
(d) Cement- 18 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 1.2x 1.2x3m deep pit and filling with charcoal, salt all complete as per electrical rule
1
-
-
SCADA
-
-
-
PLC SYSTEM AT WTP
PLC with GSM facility to communicate to Central Location with Pannel and its Accessories
1
-
-
RTU SYSTEM AT RAW WATER INTAKE
RTU with GSM facility to communicate to Central Location with Pannel and its Accessories
-
-
-
RTU SYSTEM AT ESR
RTU with GSM facility to communicate to Central Location with Pannel and its Accessories
-
-
-
SCADA in CENTRAL CONTROL ROOM :
1. Providing SCADA software Suitable with unlimited tags license - 1 No.
2. Ethernet Cables (20 meters) & Ethernet Switch for SCADA - 1 No.
3. GSM Modem for Communication - 1 No.
4. VPN concentrator for Communication with RTU units - 1 No.
5. Router
-
-
-
House Connection for 2235 nos Consumer.
-
-
-
Earth work in excavation in foundation trenches in hard soil vide clasification item-B and disposal of excaveted earth as obtained to a distance upto 50m including all lifts,levelling,ramming the foundation trenches,removing roots of trees,shrubs all complete as per approved design,building specificatuion and direction of E/I.
3153.59
-
-
providingn 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 approved design,building specificatuion and direction of E/I.
93.87
-
-
Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I.
158.69
-
-
Providing 12mm thick cement plaster (1:3) 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.
2782.58
-
-
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,transit insurance,loading,unloading,stacking etc. complete as specified and directed.
2235
-
-
Lowering,laying and jonting HDPE/MDPE pipes in proper position including all specilas by compression fitting/electrofusion and But fusion jointing orocedure including hudrolic testing as per relevant IS code complete with all materials for joining procedures like electrofusion machine,elecvtric mirror/heater/
33525
-
-
Supplying labours and tools for fixing G.I pipes with red lead and yarn fo following normal bore with screwed and stacked joints on wall,ceiling and floor including supplying and fittings of wall hooks for pipe clamps,wooden plugs,cutting pipes to size and threading ends if required.
2235
-
-
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
2235
-
-
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 with quality assurance certificate from quality agencies like WRC / CIPET ( India) / DVGM / KIWA / SPGN for usage in drinking water with quality system all complete including cost all taxes, inspection charges transportation to work site and earth work involved, all complete job as per specification and direction of E/I. 20 mm dia pipe
33525
-
-
Earth work in back filling the 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)
3017.25
-
-
Providing and fixing of G.M fullway valve of approved quality all complete as per specification and direction of E/I
2235
-
-
Prviding and fixing of male ended C.I body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I 15dia and weight not less than 400gm
2235
-
-
Supplying and fixing G.I fitting of approved make all complete as per specification and direction of E/I
-
-
-
20mm dia ELBOW
2235
-
-
15mm dia ELBOW
2235
-
-
20mm dia Reducing socket
2235
-
-
20mm dia Nipple
2235
-
-
15mm dia Nipple
2235
-
-
20mm dia Union Socket
2235
-
-
15mm dia Socket
2235
-
-
20mm dia socket
2235
-
-
Operation & Maintenance for Five years (excluding energy charge)
-
-
-
O/M work with Labour component & Materials for 1st Year
-
-
-
As per SBD Section - 5 Clouse 9.10
335805.18
-
-
O/M work with Labour component & Materials for 2nd Year
-
-
-
As per SBD Section - 5 Clouse 9.10
335805.18
-
-
O/M work with Labour component & Materials for 3rd Year
-
-
-
As per SBD Section - 5 Clouse 9.10
335805.18
-
-
O/M work with Labour component & Materials for 4th Year
-
-
-
As per SBD Section - 5 Clouse 9.10
335805.18
-
-
O/M work with Labour component & Materials for 5th Year
-
-
-
As per SBD Section - 5 Clouse 9.10
335805.18
-
-
Add GST @ 12%
1
-
-
Add Labourcess @ 1%
1
-
-
Evaluation Notes How It Works ?
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