Pey Jal Nigam Uttarakhand Tender
View complete overview of Uttarakhand Pey Jal Nigam Uttarakhand Tender
Pey Jal Nigam Uttarakhand Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date18 Oct 2024
Closing Soon8 Nov 2024
Tender AmountRefer Documents
Costs
EMD
₹ 45,16,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Nanakmatta Water Supply Scheme (reorganization) Of Block Sitarganj
Description
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Contact
Tender Id
2024_MDPEY_77058_1Tender No
1075/NIVIDA/03 Dated 15.10.2024Tender Authority
Pey Jal Nigam Uttarakhand ViewPurchaser Address
-Website
http://https://peyjal.uk.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
One meter wide balcony around the tank at the middle ring beam (Junction of conical wall and containers vertical wall.)
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One meter wide RCC Two column/Spiral stair case as an access to the top dome of the tank from ground level.
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60cm, wide M.S ladder from top dome to the inside of the tank upto bottom dome of 50x50x6 mm angle iron and 20 mm dia plan M.S. bars @25cm C/C welded or riveted with suitable hand rail etc.
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1200mm dia veantilator of 50x50x6mm angle iron fitted at the crown of top dome with mosquito proof wire mesh over expanded metal jali.
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600x600mm M.S manhole cover of 5mm thick M.S. plate duly hinged with 50x50x6mm angle iron frame embedded in the top dome at appropriate place with locking arrangement shall be provided with overlap.
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Three rows G.I (Medium) 20mm dia pipe railling with 50x50x6mm angle iron of clear height 1.00 m at a distance of 1.25 m center to center around the balcony top dome and along the stair case from ground level to top dome.
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Water level indicator as per direction of engineer I/C (confirming to latest Is code.)
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Lightening conductor arrangements including earthing as per latest I.S code.
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supply and fixing of inlet, outlet, washing and over flow pipes and their sluice valves, duck foot bends etc.from 100mm to 600mm dia including all materials. Necessarily required for jointing and erecting. The limits of pipe fixing shall be from dome of the tank to one meter outside the apron of the tank. Overflow pipe shall be vertical type at required position or otherwise specified. Also, construction of Inlet, outlet & washout/over flow chambers and their RCC covers as per departmental type design.
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Clamping the vertical pipe with M.S clamps of size 50x6mm at 1.50M C/C
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Filling the tank as many times as required with water and testing for water tightness and making it water tight, water for testing the tank shall be arranged by the contractor.
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Painting the outlet inlet, washout and over flow pipe with one coat of oxide primer and two coats of paoint of approved quality (Asian, Brger, Nerolac etc.) and shade.
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Painting the entire tank with three coast of (including base coat) exterior weather coat Apex or equivalent of Asian, Berger, Nerolac etc. of approved quality and shade as per direction of the Engineer-in-charge.
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Painting the the balcony and staircase railling and M.S Manhole cover, ventilator angle iron posts with one coat of oxide primer and two coat of paint of approved quality (Asian. Berger, Nerolac, etc.)
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Filling of earth, ramming and watering the earth upto the plinth level which will be about 0.75m above from natural ground level for constructing floor & apron projecting one meter frorm the tank columns and drain outside. The apron shall be 25mm PCC 1:2:4 at floor of the tank with suiable glass strips with brick masonry walls in 1:6 cement sand mortar required to raise ground level to plinth level including supply of all materials etc.
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Construction of masonry type chamber for sluice valve Size as per type design
3
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(OHT CAPACITY 1800 KL,STAGING-23 M)
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Design and construction of 1800 KL capacity, 23 m staing RCC intz type Over Head Tank with suitable foundation considering Seismic forces, inculding supply of all materials, labour, T&P etc. as required for proper completion of work and submission of detailed design/drawings before starting of work. (The bearing capcity of soil is 8.0 T/Sqm. at 2.50m depth from firm GL) The earthquake resistant design must be in conformity with IS:456, IS:1893, IS:13932 & IS:13920 (latest versions). The work also include:-
1
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One meter wide balcony around the tank at the middle ring beam (Junction of conical wall and containers vertical wall.)
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One meter wide RCC Two column/Spiral stair case as an access to the top dome of the tank from ground level.
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60cm, wide M.S ladder from top dome to the inside of the tank upto bottom dome of 50x50x6 mm angle iron and 20 mm dia plan M.S. bars @25cm C/C welded or riveted with suitable hand rail etc.
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1200mm dia veantilator of 50x50x6mm angle iron fitted at the crown of top dome with mosquito proof wire mesh over expanded metal jali.
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600x600mm M.S manhole cover of 5mm thick M.S. plate duly hinged with 50x50x6mm angle iron frame embedded in the top dome at appropriate place with locking arrangement shall be provided with overlap.
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Three rows G.I (Medium) 20mm dia pipe railling with 50x50x6mm angle iron of clear height 1.00 m at a distance of 1.25 m center to center around the balcony top dome and along the stair case from ground level to top dome.
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Water level indicator as per direction of engineer I/C (confirming to latest Is code.)
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Lightening conductor arrangements including earthing as per latest I.S code.
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supply and fixing of inlet, outlet, washing and over flow pipes and their sluice valves, duck foot bends etc.from 100mm to 600mm dia including all materials. Necessarily required for jointing and erecting. The limits of pipe fixing shall be from dome of the tank to one meter outside the apron of the tank. Overflow pipe shall be vertical type at required position or otherwise specified. Also, construction of Inlet, outlet & washout/over flow chambers and their RCC covers as per departmental type design.
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Clamping the vertical pipe with M.S clamps of size 50x6mm at 1.50M C/C
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Filling the tank as many times as required with water and testing for water tightness and making it water tight, water for testing the tank shall be arranged by the contractor.
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Painting the outlet inlet, washout and over flow pipe with one coat of oxide primer and two coats of paoint of approved quality (Asian, Brger, Nerolac etc.) and shade.
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Painting the entire tank with three coast of (including base coat) exterior weather coat Apex or equivalent of Asian, Berger, Nerolac etc. of approved quality and shade as per direction of the Engineer-in-charge.
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Painting the the balcony and staircase railling and M.S Manhole cover, ventilator angle iron posts with one coat of oxide primer and two coat of paint of approved quality (Asian. Berger, Nerolac, etc.)
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Filling of earth, ramming and watering the earth upto the plinth level which will be about 0.75m above from natural ground level for constructing floor & apron projecting one meter frorm the tank columns and drain outside. The apron shall be 25mm PCC 1:2:4 at floor of the tank with suiable glass strips with brick masonry walls in 1:6 cement sand mortar required to raise ground level to plinth level including supply of all materials etc.
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Construction of masonry type chamber for sluice valve Size as per type design
3
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RISING MAIN
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P/L Double Chambered Ductile Iron Pipes Restrained Joint of class K9 with true to alignment & Jointing of full lenght including supply of packing confirming to IS: 5382-1985 with testing of pipe line complete.
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125 mm dia
1442
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150 mm dia
2935
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Providing and laying D.I specials of class K-12 (@ 5% of pipe weight
70.21
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Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal.
2363.58
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Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 - By Mechanical Means for bituminous road
340
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Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Water bound macadam road
3060
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Dismantling and reinstatement of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.
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C.C. Road
552
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Providing & Fixing D.I. D/F Sluice Valves confirming to IS: 14846-2000 in position including all material, labourer, T&P etc complete. PN 16
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125 mm dia
2
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150 mm dia
4
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Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. C.I. Double Acting Air Valve PN 1.6
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80 mm
9
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Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 carse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. :- With F.P.S. bricks
6
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Constructing masonry Chamber for Air valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks
9
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PUMP HOUSE WITH ATTENDENT ROOM
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Earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift up to 1.5 mtr including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kinds of soil.
21.6
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
21.28
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grad aggregate 20 mm nominal size)
11.85
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landing, balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases and spiral stair cases up to floor five level excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grade aggregate 20 mm nominal size)
36.6
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Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo-Mechanically Treated bars all complete.
49.65
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Centering and shuttering including strutting, roping etc. and removal of form for edges of slabs and breaks in floors and walls under 20 cm wide circular in shape.
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Foundation raft & tie beams
31.2
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Columns
100.08
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Beams
136
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Slab
189.42
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Edges of slabs and breaks in floors and walls under 20cm wide
168.4
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Provide Ist class brick in 1:6 cement and sand mortar.
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In foundation up to plinth
6.9
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in superstructure
60.18
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40mm thick DPC in 1:2:4 with cement, sand and 20mm gauge stone ballast mortar
23
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Steel work welded built of section /framed works including cutting fixing in position applying a priming code of approved steel primer using steel its as required in gratings, frames, guard bar, ladder, railing gates and similar works.
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Door Chaukhat / section window
456
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Earth filling into plinth including it's excavation.
57.6
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Provide 40 mm thick PCC flooring in 1:2:4 with cement, sand and 20mm gauge stone ballast mortar.
164.73
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Provide 5mm thick glass strips on flooring 20mm deep.
128
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Provide 15mm thick plaster in 1:4 cement and sand mortar.
711.66
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Provide weather coat painting (two or more coats) to give an even shade.
877.9
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Painting on doors and windows (two or more coats) over and including one priming coat.
69.46
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Supply and fixing of 4mm thick plane glass panes on window's including supply of nails and putty etc all complete.
9.6
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Sanitary Items
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Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm.
4
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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 450x
300 mm with single 15 mm C.P. brass pillar tap
4
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Providing and fixing G.I. pipes complete with G.I. fittings and clamps/c cutting and making good the walls etc. Internal work
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15 mm dia nominal bore
24
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Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
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15 mm nominal bore
8
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Supply and fixing of PVC pipes for waste water and sewer pipes.
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75 mm diameter
24
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110 mm diameter
16
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Provision for septic tank and soak pit including sewer line and all necessary connections, complete in all respect as per direction of Eng-in-charge.
4
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Provision for Electrification inside and outside of the room
4
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BOUNDARY WALL & GATE.
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Supply of all labour, materials, and T&P etc. and construct boundary wall at proposed water works site.
509.2
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Supply of all labour, materials, and T&P etc and privide 3.6 m wide M.S. gate with pillars as per departmental type design, at proposed water works site.
5
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Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with sand, with common burnt clay non modular bricks
262.5
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Supplying and filling in plinth with sand including watering, ramming, consolidating and dressing complete in proposed water works
45
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DISTRIBUTION SYSTEM
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Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes (jointing and connection of pipelines with electrofusion method only) of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. HDPE PN-6.0 PE-100
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110 mm dia
24991
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125 mm dia
2012
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140 mm dia
1276
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160 mm dia
1698
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180 mm dia
1010
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200 mm dia
1988
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225 mm dia
537
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250 mm dia
891
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280 mm dia
303
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315 mm dia
2749
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355 mm dia
500
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Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing of pipe line complete. D.I. PIPE CONFORMING TO IS : 8329/2000 D.I. Pipe S&S K-7
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350mm dia
314
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400mm dia
25
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450mm dia
111
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Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 By Mechanical Means - Bituminous Courses
1469.6
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Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Water bound macadam road
13229.6
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Dismantling and reinstatement of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.
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C.C. Road (0.80 m x 13507 m )
10205.6
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Concrete Tiles Road (0.8 m x 1258 m length)
1006.4
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Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal.
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110 (24991 x 0.71 x 1.11)
19695.41
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125 (2012 x 0.725 x 1.125)
1641.04
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140 (1276 x 0.74 x 1.14)
1076.43
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160 (1698 x 0.76 x 1.16)
1496.96
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180 (1010 x 0.78 x 1.18)
929.6
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200 (1988 x 0.8 x 1.2)
1908.48
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225 (537 x 0.825 x 1.225)
542.71
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250 (891 x 0.85 x 1.25)
946.69
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280 (303 x 0.88 x 1.28)
341.3
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315 (2749 x 0.915 x 1.315)
3307.67
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355 (500 x 0.955 x 1.355)
647.01
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350 (314 x 0.95 x 1.35)
402.71
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400 (25 x 1 x 1.4)
35
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450 (111 x 1.05 x 1.45)
169
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Providing & Fixing D.I. D/F Sluice Valves confirming to IS: 14846-2000 in position including all material, labourer, T&P etc complete.
PN 16
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100 mm
6
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125 mm
2
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150 mm
3
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200 mm
4
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250 mm
2
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300 mm
4
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350 mm
3
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400 mm
1
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450 mm
1
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Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. C.I. D/F Sluice Valves/ Scour valves Confirming to IS: 14846-2000 (Kirloskar or equivalent) Pressure PN 1.0
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400 mm dia
1
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450 mm dia
1
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P/F Fire Hydrant Valve Confirming to IS:5290 (Flanged) in position including all material, labourer, T&P etc complete.
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80 mm dia.
3
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Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber C.I. Double Acting Air Valve 50mm dia PN 1.6
4
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Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
15
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Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 carse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design. :- With F.P.S. bricks
13
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Constructing masonry Chamber for Air valve with a floating coat of neat cement complete as per standard design :With F.P.S. bricks
4
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Instalation of Product Pipe by Auger Boring method including making of entry and exit pits, all relatedcivil works like excavation, horing/ strutting, etc., shielded excavation through auger boring process, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit and after project completion as per the instructions of the Engineerin-charge all complete except the cost of the pipe. (upto 80 meter installation length)
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Upto 300 mm dia (In all type of Soil) - 5 nos. of Canal Crossing & 1 no. NH Crossing
150
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Above 300 mm dia & upto 450 mm Dia (In all type of Soil) - 1 no. Canal Crossing & 1 no. NH Crossing
50
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Installation of HDPE/PE product pipe by HDD method including preparing and setting up the plant and equipment, making string of new pipe-work material, installing new pipe string and making the system ready for commissioning by HDD operation except sewer line and pipe pressure mains installation. including all related civil and mechanical works like excavation, shoring/ shuttering etc. drilling, stringing , reaming and pulling back the new pipe work on the designed bore path alignment, proper disposal of drilling fluid and back fill after completion all inclusive as per IndSTT:101-2018: Code of practice for Horizontal directional drilling technique suiting Indian Conditions.
-
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HDPE/PE Pipes upto 110mm Outer dia, in Hard Soil
50
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HDPE/PE Pipes between 120mm & 160mm Outer dia, in Hard Soil
30
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HDPE/PE Pipes between 180mm & 225mm Outer dia, in Hard Soil
20
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HDPE/PE Pipes between 250mm & 315mm Outer dia, in Hard Soil
20
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Providing of all materials, Carting from site store to site of work, Loweing into trenches with true to alignment, Laying of MSERW pipes grade Yst 219, confirming to IS:1978-1982, jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making requirsd bends by welding, completion of work with testing of pipe line etc complete.
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150 mm dia 2.8mm thick.
50
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200 mm dia 3.2mm thick.
12
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250 mm dia 4.0mm thick.
12
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350 mm dia 4.8mm thick.
12
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450 mm dia 4.8mm thick.
12
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HOUSE SERVICE CONNECTION FOR VILLAGE
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Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.
4150
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Dismantling and reinstatement of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. C.C. Road for laying of pipe
1693.2
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Providing and supplying blue MDPE pipes confriming to ISO 4427:1996 manufactured from vergin PE 80 foot grade compounded raw material having blue colour only with quality agencies like WRC/CIPET (india) /DVGM/KIWA/SPGN for usage in drinking water with quality system alll comlete including cost all taxes, inspection comlete job as per secification and direction of E/I. 20 mm dia pipe. pn 16 ( sdr-9) with ed
22030
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Providing of all materials, Carting from site store to site of work Laying & Jointing of G.I. Medium screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threding and testing of pipe line etc complete. Medium Duty (class 'B') - 15mm
2822
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SS Flow Control Non Return Valve for Avg. Flow 5 lpm. Material of construction to be SS 304. Connection threading IS:554 BSPT, ISO: 7-1. Valve consiste of proprietary design which regulates the designed flow. All machined parts shall be manufactured on CNC lathe machine. Casting is not allowed. The valve is designed to prevent illegal tapping of water by using electric suction motor. Flow control Valve (SS) 5 lpm (Ave. Flow at 0.5 - 1.0 kg/ cm2)
2822
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Providing and fixing brass bib cock of approved quality : 15 mm nominal bore
2822
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ELECTROFUSION SADDLE 90MM
2822
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PP clamp Saddles shall comply with AS/ NZS 4129 or relevant International Standards - Mechanical tapping saddles for waterworks purposes and designed for use with PVC/PE pipe as per IS 4985/ IS 4984 respectively. These saddles should be contoured to fit around the pipe. PP saddles shall be black with moulded Brass metal female threaded outlets. Seal shall be Thermoplastic elastomer rubber suitable for drinking water and nut-bolt-washer with MS with trivalent blue. Maximum working pressure rating of 16 bar.
PP BLACK BRASS SERVICE SADDLE 90 MM X 1/2
2822
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Supply & fixing PP Compression Metal Insert Female Thread Adaptor with SS304 material with BSP Threads as per ISO 14236 standard. Body, Nut / Cap –Polypropylene, Clip Ring-POM (Acetylic resin ),Packing bush- Polypropylene, “O” ring – NBR. Pressure rating will be PN 16.The Compression fittings for intended for conveyance of Potable water for Human consumption to be tested to comply with BS 6920 specifications in any of the laboratories like DVGM / KIWA / SPGN / WRc –NSF and certificate of compliance to be produced for the following parameters.
COMPERSSION FITTINGS MTA ELBOW BRASS 20MM
5644
-
-
Suppl & fixing Double Compression Elbow with Body, Nut / Cap –Polypropylene, Clip Ring-POM (Acetylic resin ),Packing bush- Polypropylene, “O” ring – NBR. Pressure rating will be PN 16.The Compression fittings for intended for conveyance of Potable water for Human consumption to be tested to comply with BS 6920 specifications in any of the laboratories like DVGM / KIWA / SPGN / WRc –NSF and certificate of compliance to be produced for the following parameters.
COMPERSSION FITTINGS BRASS FTA ELBOW 20 MM
5644
-
-
ELECTROFUSION COUPLER 90MM
2822
-
-
MDPE BALL VALVE 20 MM
2822
-
-
COMPRESSION FITTINGS 90.DEG ELBOW 20MM
2822
-
-
Making ferrule connection in the existing main of D.I., G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. Ferrule Connection (Labour cost only)
2822
-
-
Water Meters with AMR Walkby/Drive By facility
-
-
-
Supply of Horizontal Inferential MultiJet Type AMR/AMI Water Meters with AMR Walkby/Drive By facility, having Brass/ Bronze body material, having certification compliance with IS-779 1994 or ISO 4064: 2005 with valid CE mark mentioning notified body number. Company should have MlD (Module D & Module B) certification and ISO 27001 & ISO 17025 certification from a recognized International laboratory and having copper can with 5 mm thickness mineral glass for anti-tamper and IP 68 protection class, suitable against antifraud attempts, Thread End process connection. The meter shall have facility communicate and store hourly/daily water consumption and shall also be able to report device-based alarms on the cloud-based meter data management software. OEM must have Local R&D centre in India along with5 years Standard Warranty
-
-
-
DN 15mm
2822
-
-
Inserting and fixing water meters or fittings such as stop cocks, wheel valves etc. in the existing G.I. pipe lines including cutting and threading pipe and making long threads etc. complete, but excluding cost of all materials. Upto 25 mm size (Labour cost only)
2822
-
-
Supply of Cloud (SaaS) based Integrated web based meter data management system & unified dashboard with following minimum system requirement upto metered end points:- a. Meter Data Collection on secured MQTT protocols for Radio Frequency or any third party fixed network. b. Meter Reading and Route Management facility c. Display Water balance of each water supply zone/DMAs individually or complete region d. Report meters with No reads/Zero consumption and abnormal consumption trend in tabular/geospatial view e. Report Generation facility f. Able to report device based alarms
1
-
-
Hand held device
2
-
-
Annual charges for support and data management
2822
-
-
Polypropylene Water Meter Box-Black of size (293 mm X 242 mm X 175 mm)
2822
-
-
Staff Quarter (Type 1st )
-
-
-
EARTH WORK (staff quarter)
-
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting o
41.61
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
37.91
-
-
Diluting and injecting chemical emulsion (chlorpyriphos/Lindane E.C 20% with 1% concentration) at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surface of the excavation made for the foundation of the building, soil under
43
-
-
Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.
6.59
-
-
CONCRETES WORK
-
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
9.31
-
-
REINFORCED CEMENT CONCRETE
-
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level
-
-
-
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
8.79
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shutterin
13.64
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.T.M.T
2342.92
-
-
Centring and shuttering including strutting,ropping etc. and removal of form for
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete.
16.16
-
-
Columns, Pillars, Piers, Abutments, Posts and Struts.
59.8
-
-
Slab beams,& plinth beams
28.73
-
-
Suspended floors, roofs, landings, balconies and access platform.
40.69
-
-
BRICK WORK (Staff Quarter)
-
-
-
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand)
4.57
-
-
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).
10.42
-
-
Brick work with F.P.S. bricks of class designation 75 in superstructure
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand)
21.34
-
-
Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
23.1
-
-
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggre
393.79
-
-
Providing and fixing factory made ISI marked steel glazed doors,windows and ventilators side /top /centre hung with beading and all members such as K11 B and K12 B etc.complete of standard rolled steel sections, joints mitred and flash butt welded and sas
104.4
-
-
Fixing glass panes, with putty and nails wherever necessary
6.96
-
-
WOOD WORK (Staff Quarter)
-
-
-
Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and fa
11.55
-
-
Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete
-
-
-
300x16 mm
6
-
-
Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 125 mm
12
-
-
Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete
-
-
-
250x10 mm
10
-
-
150X10 MM
6
-
-
Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Twin rubber stopper
6
-
-
STEEL WORK (Staff Quarter)
-
-
-
Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.
-
-
-
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
125.28
-
-
FLOORING (Staff Quarter)
-
-
-
Providing and laying vitrified floor tiles in different sizes (thickness to be specifiedby the manufacturer) with water absorption’s less than 0.08% and conforming toIS :15622 of approved make in all colours and shades,laid on 20mm thick cementmortar 1:4
18.77
-
-
Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate)
finished with a floating coat of neat cement including cement slurry, but excluding
the cost of nosing of steps etc. complete.
52.24
-
-
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 2
5.85
-
-
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by
18.77
-
-
FINISHING (Staff Quarter)
-
-
-
6 mm cement plaster 1:3 (1 cement: 3 fine sand) on ceiling
41.51
-
-
12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work.
84.14
-
-
15 mm cement plaster on rough side of single or half brick wall of mix 1: 6 (1 cement: 6 fine sand)
156.63
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade (New work (two or more coats) over and including priming coat with cement primer)
84.14
-
-
Finishing walls with textured exterior paint of required shade( New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm.)
156.63
-
-
Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture
27.72
-
-
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture
8.4
-
-
Sanitary works (Staff Quarter)
-
-
-
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests
-
-
-
W.c's
2
-
-
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good
-
-
-
Ground floor
2
-
-
Providing and fixing stainless steel kitchen sink as per IS 13983 with CI brakets and stainless steel plug 40mm including painting of fittings and brakets, cutting & making good the walls wherever required. Size 510x1040 bowl depth 178mm
-
-
-
Ground floor
2
-
-
Providing and fixing soil , waste and vent pipes:
-
-
-
100 mm dia.
15
-
-
75 mm dia
40
-
-
Providing and filling the joint with spun yarn cement slurry and cement mortar 1:2 (1cement :2 fine sand) in S.C.I./C.I Pipes:
-
-
-
100 mm dia.
4
-
-
75 mm dia
12
-
-
Providind and fixing M.S.holder bat clamps of approved design to sand cast iron/cast iron (squn) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1cement :2coarse sand :4graded stone aggregate 20mm nominal size ) including cost of cutting holes and making good the walls etc:
-
-
-
100 mm dia.
4
-
-
75 mm
4
-
-
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
-
-
-
100 mm dia.
2
-
-
75 mm dia
2
-
-
Providing and fixing 100 mm sand cast iron S&S plain bend of required degree.
-
-
-
100 mm dia.
2
-
-
75 mm dia
2
-
-
Providing and fixing 100 mm sand cast iron S&S heel rest sanitry bend of required degree.
-
-
-
100 mm SCI S&S heel rest sanitary bend
2
-
-
75 mm
2
-
-
Providing and fixing single equal plain junction of required degree with access door insertion rubber washer 3 mm thick bolts and nuts complete.
-
-
-
100x100x100 mm
1
-
-
75x75x75mm
1
-
-
Providing and fixing 100 mm sand cast iron s&s terminal guard
-
-
-
100 mm SCI sands terminal guard
-
-
-
100mm
2
-
-
75mm
2
-
-
Providing and fixing 100 mm sand cast iron S&S collar
-
-
-
100 mm SCI sands collar
4
-
-
75 mm dia
10
-
-
Providing and fixing 100 mm M.S stays and clamps for sand cast iron /centrifugally cast (squn) iron pipes of diameter:
-
-
-
100 mm dia.
5
-
-
75 mm dia
10
-
-
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors:
-
-
-
100 mm inlet and 100 mm outlet SCI tarp
2
-
-
Water supply works
-
-
-
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Exposed on wall
-
-
-
15 mm dia nominal bore
55
-
-
20 mm dia nominal bore
50
-
-
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work)
-
-
-
15 mm dia nominal bore
60
-
-
Providing and fixing brass bib cock of approved quality
-
-
-
15 mm nominal bore.
4
-
-
Providing and fixing brass stop cock of approved quality
-
-
-
15 mm nominal bore.
4
-
-
Providing and fixing ball valve (brass) of approved quality complete :
-
-
-
20 mm nominal bore
2
-
-
Providing and fixing gun metal non-return valve of approved quality (screwed end)
-
-
-
25 mm nominal bore (Horizontal)
2
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI :12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet, and overflow pipes but without fitting and the base support for tank.
1000
-
-
Electrical works (E& M DSR) (Staff Quarter)
-
-
-
Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sqmm. FR
PVC insulated copper conductor single core cable in surface/recessed PVC conduit,
with piano type switch, phenolic, laminated sheet, suitable size MS Box and
earthing the point with 1.5 sq.mm FR PVC insulated copper conductor single core
cable etc as required. group B
22
-
-
WGSTLPTTC Twin Control point wiring in PVC conduit, with paino type switch: Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper Conductor single core cable in surface/ recessed PVC conduit, 2 way piano type
switch, phenolic laminated sheet, suitable size Gl box and earthing the point with 1.5
sq.mm FR PVC insulated copper conductor single core cable etc. as required.
1
-
-
WGPVCPP2 Power plug wiring in PVC conduit (2x4 sq. mm): Wiring for light/ power plug with 2x4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.
90
-
-
WGPVCSB Circuit/sub-man wiring in PVC conduit: Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of PVC insulated copper conductor, single core cable in surface/ recessed PVC conduit
as required.
150
-
-
LPACCPT S/F light plug point piano type accessories: Supplying and fixing metal box of 150mm x 75mm x 60mm deep (nominal size) on E10surface or in recess with suitable size of phenolic laminated sheet cover in front
including providing and fixing 3 pin 5/6 anos socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings).
22
-
-
PPACCPT S/F power plug point plano type accessories: Supplying and fixing metal box of 180mm x 100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front
including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps
piano type switch, connection, painting etc. as required.
2
-
-
ITCFFSUR ITC fluorescent fitting directly on surface: Installation, testing and commissioning of pre-wired, fluorescent fitting/ compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling / wall, including connection with 1.5 sq.mm FR PVC insulated, copper conductor, single core cable and earthing etc. as required.
8
-
-
ITCCFFC ITC ceiling fan with cover on fan box: Fan Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq, mm FR PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
8
-
-
SPMCBDB S/F SP MCB DB: Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnectios, phosphatized and powder painted including earthing etc. as required. (But without MCB/RCCB/lsolator)
12
-
-
MCBC S/F 'C' series, SP MCB Supplying and fixing 5 amps to 32 amps rating, 240 volts, 'C' series, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole and neutral
2
-
-
E & M WORKS
-
-
-
Construction of 1No. 300x200mm dia, 225Mt. deep Tubewell. (4 Nos Tubewell)
-
-
-
Transportation of Rig machine, compressor O.P. unit, T & P and other equipments up to site & back transportation after completion of work. -1 Job x 4
4
-
-
Installation of Rig machine, Camp equipage after site clearance. 1 Job x 4
4
-
-
Drilling 550mm dia size final bore from G.L. to 225.00 MBGL Including arrangemt of water, feeding of pea-gravel & collection of strata sample in box. 225X4
900
-
-
Geophysical logging of bore well,
4
-
-
Preparing and Lowering of 300mm dia plain/slotted pipe tube well assembly from GL to 70MBGL 70X4=4
280
-
-
Preparing and Lowering of 200mm dia plain/ Slotted pipe tube well assembly from 70MBGL to 225MBGL 155X4=620
620
-
-
Dismantling of Rig machine after completion of work. Fitting of girder, clamp and well cap with site clearance
4
-
-
Supply & lowering of Tubewell assembly.
-
-
-
300mm dia mini 8.0 mm thick M.S.E.R.W. pipe. 70X4=280
280
-
-
200mm dia mini 8.0 mm thick M.S.E.R.W. pipe. 125X4=500
500
-
-
200mm dia mini 8.0 mm thick M.S.E.R.W. Slotted pipe. 30X4=120
120
-
-
200x100mm dia size M.S Girder 4Mt. Long for T.W. assembly. 2X4=8
8
-
-
200mm dia Bail plug with hook. 1X4=4
4
-
-
M.S. heavy duty D.E clamp suitable for 300mm dia. 1X4=4
4
-
-
300mm dia well cap.
4
-
-
Supply and shrouding of Pea-Gravel 2.00 to 4.00 mm upto 225Mt.MBGL 50X4=200
200
-
-
Development of Tubewell by 350 PSI/1100CFM air comperssor.
-
-
-
Development by Air compressor including erection of Air compressor unit and dismantling after work as per specification. 60X4=240
240
-
-
Development of Tubewell by O.P. unit of suitable capacity.
-
-
-
Development by O.P unit to get sand free discharge of 1250 LPM including erection of O.P. Unit and dismantling after work as per specification.
200
-
-
Geohydrologgical survey of site
4
-
-
Chemical & Bacteriological Test of water
4
-
-
S.I.T.C. of Submersible Pumping Plant with Accessories for 4 Nos. Proposed Tubewell
-
-
-
Supply of Submersible pump and motor set: 1200 L.P.M. discharge at 65 mts. NEH.
4
-
-
Supply of Submersible pump and motor set: 1200 L.P.M. discharge at 65 mts. NEH. as spare.
4
-
-
Supply of Fully automatic Air cooled Auto-Transformer Starter cum panel of 30HP as per spacification
4
-
-
Supply of Main piping and valves as per specification and site Requirment
4
-
-
Supply of of 10 sq.mm. 3 core Copper conductor P.V.C. insulated submersible cable
520
-
-
Supply of 63 KVA automatic voltage regulator (compact) servo controlled stabilizer with accessories as per specification and site Requirment
4
-
-
Supply of chain pulley 3 tonne capacity with 4.5mt.lift .
4
-
-
Supplyl of Electronic type liquid chlorine dosing system
4
-
-
Supply of Chlorine Testing Kit
4
-
-
Supplyl of Liquid Chlorine (50 Kg Cane)
8280
-
-
Supply of Gauges as per specification
4
-
-
Supply of Earthing materials as per specification and site Requirment
4
-
-
Supply of Rubber Insulation sheet 1mt. x 2mt.x 0.025 mtr.
4
-
-
Supply of 100 Amp. TPN Main Switch
4
-
-
Tools and Spanners –
4
-
-
Installation, commissioning and Testing of all pumping plant & Accessoriees complete
4
-
-
Internal & External Electrification of pump house for Proposed Tubewell
4
-
-
One month Trial Running & Five month Maintenance including watch & ward.
4
-
-
S.I.T.C. of Submersible Pumping Plant with Accessories for 2 Nos existing tubewell
-
-
-
Supply of Submersible pump and motor set: 700 L.P.M. discharge at 65 mts. NEH.
2
-
-
Supply of Submersible pump and motor set: 700 L.P.M. discharge at 65 mts. NEH. as spare.
2
-
-
Supply of Fully automatic Air cooled Auto-Transformer Starter cum panel of 20HP as per spacification
2
-
-
Supply of Main piping and valves as per specification and site Requirment
2
-
-
Supply of of 10 sq.mm. 3 core Copper conductor P.V.C. insulated submersible cable
220
-
-
Supply of 40 KVA automatic voltage regulator (compact) servo controlled stabilizer with accessories as per specification and site Requirment
2
-
-
Supply of chain pulley 3 tonne capacity with 4.5mt.lift .
2
-
-
Supplyl of Electronic type liquid chlorine dosing system
2
-
-
Supply of Chlorine Testing Kit
2
-
-
Supplyl of Liquid Chlorine (50 Kg Cane)
2760
-
-
Supply of Gauges as per specification
2
-
-
Supply of Earthing materials as per specification and site Requirment
2
-
-
Supply of Rubber Insulation sheet 1mt. x 2mt.x 0.025 mtr.
2
-
-
Supply of 100 Amp. TPN Main Switch
2
-
-
Tools and Spanners –
2
-
-
Installation, commissioning and Testing of all pumping plant & Accessoriees complete
2
-
-
Internal & External Electrification of pump house for Proposed Tubewell
2
-
-
One month Trial Running & Five month Maintenance including watch & ward.
2
-
-
Automation of pumping plant For 6 Nos Pumping plant
-
-
-
Web based Intelligent Remote Terminal Units (IRTU) with Analog and Digital parameters and features as specified to store and transmit data on GSM backbone to LMS. And also compatible to communication for one pumps.
6
-
-
GSM Based wireless communication system capable to transfer data from remote sites control station with antenna.
6
-
-
Intelligent Energy Meter.
6
-
-
Valve actuator size 150mm.
12
-
-
Actuator panel
12
-
-
Level Transmitter (0-5 Mtr Sensing Range)
6
-
-
Isolation transformer
6
-
-
Auto phase reversible Unit (0-40 HP)
6
-
-
Cables
-
-
-
(i) 2 Core 1.5sq.mm. (100 Mtr Each)
600
-
-
(ii) 4 Core 2.5 sq.mm. (40 Mtr Each)
240
-
-
(iii) 10 Core 1.5 sq.mm. (30 Mtr Each)
180
-
-
PVC conduit Pipe.
-
-
-
(i) 1.5” (10 Mtr Each)
60
-
-
(ii) 1” (10 Mtr Each)
60
-
-
AC & DC Relay lugs etc.
6
-
-
Electromagnetic Insertion type Flow Meters for line sizes 150mm
6
-
-
Installation, Testing, commissioning & customization of iRTU/PLC & software
6
-
-
SCADA Software with unlimited Digital and Analog IO as specified; supporting 4G GPRS communication, web based server & android app compatible. The SCADA software, as delivered shall operate with a fully developed control screens, database and a communication network for seamless real time of data communication.
1
-
-
HP/Compaq or equivalent master control station hardware i3 processor configuration and minimum 1TB HDD, 16GB RAM 52X DVD, 20'' LED screen, mouse and key board, wifi & bluetooth.
1
-
-
GPRS based wireless communication system for Irtu capable to transfer data from remote sites to MCS/LMS. All accessories included with signal enhancer, antenna
1
-
-
HP or eq laser printer 1018 or eq.
1
-
-
APC or eq. 0.5KVA rating UPS
1
-
-
Operation and Maintenance works for Following 5 years (Supply of labour/Beldar, Fitter, Specials, T & P etc. complete for operation & maintenance of scheme including distribution and connection tariff from consumer and deposit to the department office as per instruction of site incharge etc. complete).
-
-
-
O&M Cost for 1st Yr.
1
-
-
O&M Cost for 2nd Yr.
1
-
-
O&M Cost for 3rd Yr.
1
-
-
O&M Cost for 4th Yr.
1
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O&M Cost for 5th Yr.
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Evaluation Notes How It Works ?
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