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 Date2 Apr 2025
Closing Date28 Apr 2025
Tender Amount₹ 8,27,71,357
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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The bidder should be registered as a Prime Contractor in Class "A" category or above.
Bid Capacity
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The formula for Assessed Available Bid capacity is (A x N x 2 - B).
Technical Capacity
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The bidder should have satisfactorily completed in last 7 years at least one similar work of value not less than 80% of Estimated cost of work or should have satisfactorily completed at least two similar works of value not less than 60% of Estimated cost of work each or should have satisfactorily completed at least three similar works of value not less than 40% of Estimated cost of work each.
Costs
EMD
₹ 16,55,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Construction Of Oht Tube Well Pump House Toilet Boundary Wall And Laying And Jointing Of Rising Main And Distribution System, Providing Household Connection With Amr Water Meter Work Of Sanskrati Lok Colony Water Supply Scheme Under Sasci Programe
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_MDPEY_82260_1Tender No
Letter No 1146/NIVIDA/33, dated 01.04.2025Tender Authority
Pey Jal Nigam Uttarakhand ViewPurchaser Address
-Website
http://uktenders.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
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Supply & Installation commissioning & testing of level transmitters for over head tank (OHT-1)
1
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-
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Rising Main
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
-
-
-
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Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
1.5
-
-
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
0.06
-
-
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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 Bituminous road
18
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-
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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
4.2
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-
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Excavation in soil mixed with single boulder etc. requiring the use of special T&P, if any, for pipe line trenches including lift unto 1.5 m and lead unto 50 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth unto 50 m from the center of the trenches.
30
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-
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Providing & laying double chambered ductile iron pipe restained Joint of class K-9 with true to aligment & jointing of full length including supply of packing confirming to IS: 5382-1985 with testing of pipeline complete.
-
-
-
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D.I. K-9- 200 mm dia
50
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-
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Providing & laying DI double chambered restained joint specials of class K-12 confirming to IS: 9523-2000.
-
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-
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D.I. K-12- 200 mm dia
-
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-
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22.5o
2
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-
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45o
2
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90o
1
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Providing & Laying D.I. special of class K-12 suitable for mechanical jointing as per IS:9523-2000
-
-
-
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Upto 600mm dia
0.17
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-
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Disinfecting C.I./D.I. water mains by flushing with water containing blNos.ing powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory.
-
-
-
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200 mm dia
50
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-
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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, spesials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber.
-
-
-
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C.I. D/F Sluice valves confirming to IS: 14846-2000 (Kirloskar or equivalent)
Pressure PN 10
-
-
-
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200 mm dia
1
-
-
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C.I. Air Valve Double Acting
-
-
-
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100 mm dia
1
-
-
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Fire Hydrant Valve confirming to IS: 5290 (Flanged)
-
-
-
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80 mm dia
1
-
-
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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 coarse 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 :
-
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-
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With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
1
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-
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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 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 coarse 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 :
-
-
-
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With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
1
-
-
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Supply of all material, labour T&P etc. and provide Nala and Culvert crossing by Pipe line.
10
-
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For Cement Concrete Pavment:
1.13
-
-
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Laying old cement cocrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost).
1.68
-
-
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Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
2.52
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-
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Distribution Network
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
-
-
-
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Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
1419.12
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-
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
23.65
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-
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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 Bituminous road
2956.5
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-
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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
1655.64
-
-
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Excavation in soil mixed with single boulder etc. requiring the use of special T&P, if any, for pipe line trenches including lift unto 1.5 m and lead unto 50 m and refilling, watering, ramming of excavated earth in to the trenches and disposal of surplus earth unto 50 m from the center of the trenches.
11826
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-
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
1084.98
-
-
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Supply of HDPE pipe including laying jointing Field testing,commissioning complete at site of HDPE (PE-63/PN-6 grade compound) pipe as per IS 4984 and specifications for water application including all cost of material, labourrequired, transpotation, loading, unloading & stacking etc.
-
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90mm
14079
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110mm
1054
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125mm
1698
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140mm
90
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160mm
110
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-
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180mm
466
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200mm
586
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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 conforming to IS : 5382/1985 with testing of pipe line complete.
-
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-
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D.I. Pipe S&S K-7 conforming to IS: 8329/2000
-
-
-
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250 mm dia
1499
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-
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300 mm dia
114
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-
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350 mm dia
14
-
-
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Providing & Laying D.I. special of class K-12 suitable for push on jointing as per IS:9523-2001
-
-
-
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Upto 600mm dia
25.36
-
-
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Providing & Laying D.I. special of class K-12 suitable for mechanical jointing as per IS:9523-2000
-
-
-
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Upto 600mm dia
8.08
-
-
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Disinfecting C.I./D.I. water mains by flushing with water containing blNos.ing powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory.
-
-
-
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250 mm dia
1499
-
-
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300 mm dia
114
-
-
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350 mm dia
14
-
-
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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, spesials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber.
-
-
-
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C.I. D/F Sluice valves confirming to IS: 14846-2000 (Kirloskar or equivalent) Pressure PN 1.0
-
-
-
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100 mm dia (Class II)
19
-
-
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125 mm dia (Class II)
11
-
-
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150 mm dia (Class II)
1
-
-
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200 mm dia (Class II)
3
-
-
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250 mm dia (Class II)
8
-
-
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300 mm dia (Class II)
1
-
-
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350 mm dia (Class II)
1
-
-
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C.I. Air Valve Double Acting
-
-
-
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80 mm dia (Class II)
1
-
-
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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
4
-
-
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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 coarse 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 :
-
-
-
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With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
44
-
-
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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 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 coarse 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 :
-
-
-
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With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
1
-
-
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Supply of all material, labour T&P etc. and provide Nala and Culvert crossing by Pipe line.
42
-
-
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Providing, House Service Connection (Single service connection) from Ductile Iron distribution main to property limit, including supply and fixing of brass ferrule conforming to IS:2692 , clamp saddle of non-corrosive Engineering Plastic (Polyethylene) body moulded with Stainless steel threaded metal insert for tapping outlet. The stirrup metal plate shall be duly embedded in the plastic body, except at the place of nut-bolt lugs. Threading size and dimensions shall conform to IS: 554. The design of the saddle body should be such that, the service connection outlet metal insert shall project out towards pipe side and align with the hole drilled on the pipe to ensure positive locking against rocking or creeping on the pipe, as might be caused by vibration, pressure or excessive external loading. Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved).Saddle straps shall be made of Engineering plastic (Polyethylene of PE 100 Grade). Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved). It shall be of type pressure activated hydro-mechanical design. It shall be contoured gasket to provide a positive initial seal, which increases with increase in the line pressure. Gasket shall be gridded mat, with tapered ends, with the outlet section having ring contacting the saddle body multiple rings contacting the pipe, preferably with a Stainless steel reinforcing ring insert moulded to prevent expansion under pressure. Stainless Steel Type 304, NC rolled thread, Tightening torque for ½” (M12) nut-bolt: 14g.m and for 5/8” (M 16) nut-bolt: 21-23 kg.m. Drilling the DI pipeline shall be through the chain and rachet mechanism and the drill hole shall be perpendicular to the axis of the DI pipeline, including supplying and laying MDPE PE 80 PN16 blue pipe as per ISO 4427 upto the property limit of both sides of road including supplying and fixing PP compression fitings such as Metal Insert Female Thread Adaptor with SS304 material (2nos), Double compression elbow with compression on both sides (4 nos) complying to ISO14236-2000 and GI plug-in for closure of ends/GI Pipe with union (heavy duty class) to joint with existing connectiion. All pipes and fittings shall be PN16 rating including transportation, loading and unloading at site, all labour, tools, equipments etc. including cutting of road surface, earthwork, refilling and restoration of cut road surfaces with 100mm thick PCC M15(1:2:4) complete in all respect including connecting new house service pipeline to existing/new legal house connection after commissioning the distribution pipeline as per the drawing and as directed by the Engineer-incharge.
-
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-
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80,100,150, 200mm GI/DI Pipex15mm setup-Domestic
1497
-
-
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P/F AMR Water Meter Class B Multijet as per IS 779-1994 of ISO 4064-2005 CE mark IP68 along with - (i) LORA based AMR Module of 5 Km range and with frequency band 865 MHz, maximum power upto 20.5 DBM. (ii) Non rechargeable Lithium Ion Battery with 5 year Battery life (Considering 1 reading / day)
-
-
-
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15 mm
1497
-
-
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SITC of Fixed Network Gateway with Omni Antennas for best connectivity to the water meter AMR. 4G / LAN / Wi-Fi setup required for sending data to server range upto 5 km. etc complete.
1
-
-
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SITC of Simple and User Friendly AMR Software interface for viewing Nos. water meter data for water consumption status, battery consumption status and meter working status etc complete.
1
-
-
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Annual Cloud Server charges per water meter.
1497
-
-
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Providing & Fixing Woltman type Bulk Water Meter In line type, flange end with Integral mounted display and all necessary fittings etc complete.
-
-
-
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350 mm
1
-
-
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Providing & Fixing Ultrasonic Water Flow Meter for Bulk pipe lines in line type, flange end with Integral mounted, Flow rate & Totaliser display, Battery operated (with five years battery life) Communication : UART / RS485, suitable against antifraud attempts etc. including all necessary fittings complete.
-
-
-
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350 mm
1
-
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) For Cement Concrete Pavment:
1064.34
-
-
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Laying old cement cocrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost).
662.26
-
-
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Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
993.38
-
-
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PUMP HOUSE, STAFF QUARTER, BOUNDARY WALL & M.S. GATE
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
111.84
-
-
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating Nos. deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
19.49
-
-
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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
27.67
-
-
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Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.
3.07
-
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
0.92
-
-
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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 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
17.1
-
-
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Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed by dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth
26.48
-
-
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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
-
-
-
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1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
6.33
-
-
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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
10.05
-
-
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.T.M.T
1928.39
-
-
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Centring and shuttering including strutting,ropping etc. and removal of form for
-
-
-
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Foundations, footings, bases of columns, etc. for mass concrete.
12.96
-
-
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Columns, Pillars, Piers, Abutments, Posts and Struts.
52.23
-
-
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Lintels, beams, plinth beams, girders, bressumers and cantilevers.
39.7
-
-
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Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
45.35
-
-
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Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in:
-
-
-
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Cement mortar 1:6 (1 cement : 6 coarse sand)
49.95
-
-
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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).
52.89
-
-
... More
Brick work with F.P.S. bricks of class designation 75 in superstructure
-
-
-
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Cement mortar 1:6 (1 cement : 6 coarse sand)
20.66
-
-
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Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level
-
-
-
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Cement mortar 1:4 (1 cement : 4 coarse sand)
277.03
-
-
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Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars atevery third course of half brick masonry.
3.41
-
-
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Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge
-
-
-
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Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Profile 'B' (Single Pattam)
12.05
-
-
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Providing and fixing factory made ISI marked steel glazed doors,windows and kilogram 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 sash bars tenoned and riveted with 15x3mm lugs, 10cm long, embeddedin cement concrete blocks 15x10x10cm of 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and a priming coat of approved steel primer excluding the cost of metal beading and other fittings except necessary hinges or pivots complete as per approved design.
-
-
-
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Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
164.25
-
-
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Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 5.5 mm thick glass panes.
3.34
-
-
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Providing and fixing fly proof galvanised M.S wire gauze to windows and clerestory windows using galvanised M.S. wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm. With 12 mm mild steel U beading.
0.9
-
-
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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.
-
-
-
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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
1369.74
-
-
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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming
coat of approved steel primer all complete.
156.66
-
-
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Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
15.67
-
-
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Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
2.43
-
-
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Providing and laying Ceramic glazed floor tiles of size 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 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
6.56
-
-
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Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
19.67
-
-
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Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75mm deep chase
18.64
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Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete.
4
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :
-
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110 mm diameter
16.2
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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
-
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Coupler(110 mm)
8
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Bend 87.5 degree
-
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110 mm bend
4
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Shoe (Plain)
-
-
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110 mm Shoe
4
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Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs,screwed with M.S. screws of required length including
-
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110 mm
12
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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.
888.2
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15 mm thick cement plaster in cement mortar 1:6 on Rough face of brick wall including supply of all material , labour and T&P etc.
131.71
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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
150.63
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Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster (top of chajja)
1.1
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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)
125.42
-
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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.)
907.93
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
-
-
-
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Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
11.89
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Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire
800
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Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
239.4
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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs .
-
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(c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep.
-
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(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120mm and minimum thickness at khurra as 65 mm
44.69
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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
1
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Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :
-
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Single half stall urinal with 5 litre P.V.C. automatic flushing cistern
1
-
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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 require:
-
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White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap
1
-
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Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
1
-
-
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Constructing septic tank as per type design provided by the engineer in charge including supply of all labour material T&P etc complete.
1
-
-
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Provision of U-Drain along with Boundary Wall withbrick masonry including supply of all materials, labour, T&P etc. complete
200
-
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.
-
-
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20 mm nominal outer dia Pipes
20
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25 mm nominal outer dia Pipes
20
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
-
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25 mm nominal outer dia Pipes
40
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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 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 coarse 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 :
-
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With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
1
-
-
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Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bor
2
-
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Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
15 mm nominal bore.
2
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Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
15 mm nominal bore.
4
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Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore
4
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Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
-
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25 mm nominal bore.
4
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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.
500
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Supply of all materials, labour T&P etc. required for construction of V-Notch etc. all complete.
1
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Supply & Laying - Jointing of following dia. R.C.C. S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with rubber gaskets and with necessary spun yarn soaked in bitumen jointing with 1:2 cement mortar in coarse sand including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level.
50
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ELECRICAL & MECHANICAL WORKS
Transportation of Rig Machine, Air compressor O.P unit camp equipages, connected T&P & necessary material required for drilling up to site of work, including loading, unloading etc. complete.
1
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Erection and Leveling of Rig Machine at site of work
1
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Dismantling of Rig Machine & Clearance of site after satisfactory completion of work.
1
-
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Drilling of borehole (with final bore dia minimum 600 mm) from GL to 170 mtr. BGL
170
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Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Plain pipe
140
-
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Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Slotted pipe
30
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Supply and fixing of 300 mm dia, 8 mm thick tubewell cap.
1
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Supply and fixing of 300 mm dia M.S.D.I housing clamp and girder.
1
-
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300 mm dia Bail plug with nut & U- bolt as required.
1
-
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Supply and shrouding of Pea gravel
70
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Development of tubewell by 350 PSI/1100 CFM Air compressor unit to the satisfaction of Engineer in charge to give a sand free discharge & Proper packing of pea gravel.
70
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Development of tubewell by the suitable capacity O.P unit. complete with lowering and lifting of pumping plant.
70
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Chemical & bacteriological testing of water sample
1
-
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Submersible pump-set of 2000 lpm cold and clear water against a total head of 90 Mt with motor of 75 HP suitable to operate on 415±10% Volts, 3 Phase, 50 C/S A.C. Supply complete.(one No.as spare)
2
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Supply and Installation of wall mounting Starter cum panel (85 HP) for above submersible motor for operation on 400 volts+/-10%,3 phase, 50 c/s AC supply complete with Cu bus bar, internal interconnection and comprising of star-delta,over load and under load and under voltage protection,Ampere meter, Volt meter operated with selector switch & CT, LT power capacitor, single phase preventor, indicating lamp, door switch with complete internal connection by copper wire with combinable polycorbonate insulated material suitable for shock proof, rust proof corrossion proof material and class-II safe IP 65.
1
-
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Supply of 25 Sq. mm PVC insulated 3- core submersible cable.
130
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MCCB 200 Amp. with enclosure box with combinable polycorbonate insulated material suitable for shock proof, rust proof corrossion proof material and class-II safe IP 65.
1
-
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Supply of jointing material such as lugs, tapes etc.
1
-
-
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Double loop earthing with GI earth plate 600 mm x 600 mm x 6 mm including accessories, and providing masonry enclosure with providing and fixing 25 mm x 5 mm GI strip on surface or in recess for connections with charcoal, salt as required for pumping plant equipments (02 Nos.),servo voltage stablizer ( 02 Nos.),seperate for neutral at MCCB ( 01 No.) . (Earth resistance value shold be less than 1.0 ohm, a certificate regarding this issues by A/B class register in shafty Department should be submitted after completion of earthing)
5
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150 mm dia MS column pipe assembly having thickness 7.1 mm both ends threaded duly socketed / flanged etc. complete.
60
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150 mm dia C.I. D/F sluice valve with hand wheel PN-1.0
2
-
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150 mm dia C.I. D/F Reflux valve PN-1.0
1
-
-
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Specials (M.S.D.F. bend 90º × 150 mm dia - 04 nos, 150 mm dia M.S.D.F. distance piece 2 mtrs. length - 1 No., 150 mm × 150 mm × 150 mm M.S.A.F.Tee - 2 No., Ventury (150 x 65 mm) - 1 No., 150 mm dia MS DI clamp heavy duty - 02 Set., M.S.cover (600 x 600 mm) with MS girder -2 Sets., Nuts, bolts, rubber / fiber packing for jointing above pipes & specials - 1 set.)
1
-
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Supply of 100 mm dial pressure gauge with control cock and fittings of range 0-20 kg/cm2 - 1 No.
1
-
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Supply of following tools required for maintenance of pumping plants.(DE spanner set - 1 Set, Ring spanner set - 1 Set, Screw drivers - 2 Nos., Pliers - 1 No., Hammer - 1 No., Pipe wrench 14" - 1 No., Screw wrench - 1 No., Chain wrench 80 mm dia - 2 Nos.)
1
-
-
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Supply of chain pulley block of 5 tonne capacity 4.5 mtrs. lift complete with travelling trolley.
1
-
-
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Supply of class-B, rubber resistance sheet suitable for 11 KV as per IS 15652 : (2006)
1
-
-
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SITC of automatic chlorinating dosing system ( 1 W+1S) with dosing pump 0-6 LPH and working pressure 6 Kg per sq.cm with 200 leter tank and all necessary accerries i.e Injector and NRV with PVC pipes, Starter cum panel Single phase automatic stabilizer etc.
1
-
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Chlorine testing kit
1
-
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Supply of Sodium hypo-chloride (Naocl) solution.
1000
-
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Testing of pumping plants against guaranteed figures of Schedule 'E' at site
1
-
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Painting of entire installation with 2 coats of super enamel paint as per direction of Engineer-In-Charge of works.
1
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SITC of 3 phase rolling contact Servo voltage Stabliser indoor type (voltage range 280-460 V) 200 KVA
1
-
-
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Supply & Laying of cable 95 sq. mm Al. conductor 3.5 core armoured cable.
10
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IOT software & centralised cloud based system conmplete with data base server, data transfer GSM/ GPRS snodem sim, IOT plate form licenses or subscription and development / customization of control software suitable for managing the strorage, processing analysis of vast amount of real line data by a wed based interface, APIs and other tools including memory card for storage of data for a minimum of 30 days in case of power failure / loss of connectivity and industrial type UPS for power supply of instrumentation of the automation system.
1
-
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S/F of data commmunication gatway devices for data acquisition and communication gatway devices for data acquisition and communication to IOT based cloud server centralized system with stand protocol using wi-fi / GPRS ethenet for atteast 02 months data back up with all accessories.
1
-
-
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IOT based Intelligent Energy meter for measuring all electrical parameters such as KWH / KVAH (positive /negative), PF, Hz, P etc. with three phase current and voltage imbalance and HMI / software keypads.
1
-
-
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Isolation Transformer (440V step down 220V for protection of site automation hardware)
1
-
-
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Over voltage & under voltage trip protection (350 V-450 V)
1
-
-
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Auto phase reversal unit for auto phase corrector (100 HP)
1
-
-
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IOT based Pressure transmitter
1
-
-
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IOT base Electronic flow meter of 150 mm size
1
-
-
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IOT based Valve actuators (150 mm size)
1
-
-
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IOT based Actuator panels.
1
-
-
... More
Hard wired timer circuit for actuators
1
-
-
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Signal cabling between RTU/PLC and field instruments including screened/unscreened & control copper cable, etc complete in all respect
1
-
-
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Installation and commissioning including all accessories and seperate GI earthing for automation pannels (Earth plate 600 x 600 x 6 mm & GI strip of size 25 mm x 5 mm with all accessories as per IE rule)
1
-
-
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Wiring for light point, fan point etc. with 1.5 sq mm FR PVC insulated copper conductor single core cable in surface PVC conduit with piano type switch, phenolic laminated sheet, suitable size GI box, with earth wire of 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required.
5
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Wiring for circuit/submain alongwith earth wire with the 2x2.5 sq. mm + 1x2.5 sq. mm earth wire of FR PVC insulated copper conductor single core cable in surface PVC conduit as required.
5
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Wiring for circuit/submain alongwith earth wire with the 2x4 sq. mm + 1x4 sq. mm earth wire of FR PVC insulated copper conductor single core cable in surface PVC conduit as required.
7
-
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Supply and fixing of metal box of 180 mmx100mmx160 mm deep on surface with suitable size phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 amp and 15x16 amp socket outlet and 15/16 amp piano type switch, connections, painting etc as required.
1
-
-
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Supply and fixing of 6 Way double door S.P.N. sheet steel, MCB DB, 240 V on surface complete with copper bus bar, neutral bus bar, earth bar, inter connections including earthing etc as required. (But without MCB/ RCCB/Isolator)
1
-
-
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Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C serious MCB suitable for inductive load of following pole in the existing MCB DB complete with connection, testing etc as required.
2
-
-
... More
Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required.
1
-
-
... More
Supply and fixing of 20 W LED tubelight complete in all respect (Bajaj / Philips / Equivalent make)
3
-
-
... More
Supply in fixing of LED external lighting luminaires with mounting bracket etc. complete.
2
-
-
... More
Trial & Testing of Pumping plant with automation for a period of 3 months including cost of all consumables excluding electricity
1
-
-
... More
Operation & maintenance of all electro-mechanical works for a period of six months after trial & testing period excluding electricity.
1
-
-
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Unforseen items such as caution board, danger plate,rubber gloves,rubber shoes, GI earthing for internal/ External electrification pump houses separately (Earth plate 600 x 600 x 6 mm & GI strip of size 25 mm x 5 mm with all accessories as per IE rule). and fencing of sevo voltage stablizer and double pole structure with inspection by Electrical inspector etc. complete as per directions of Engineer- in- charge.
1
-
-
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