Pey Jal Nigam Uttarakhand Tender
View complete overview of Uttarakhand Pey Jal Nigam Uttarakhand Tender
Pey Jal Nigam Uttarakhand Tender
Pipes and Pipe Related Activities
Eprocure
Opening Date16 Mar 2021
Closing DateCancelled
Tender AmountRefer Documents
Costs
EMD
₹ 3,10,000Document Cost
₹ 5,900Tender Fee
Refer Documents
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
2021_MDPEY_31233_1Bid Award Id
ViewTender No
816/613/61 Dated 10/03/2021Tender Authority
Pey Jal Nigam Uttarakhand ViewPurchaser Address
-Website
http://http://peyjal.uk.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Supplying & fixing M.S. gate with locking arrangement on first landing to avoid access to the O.H.T. as per direction of Engineer-in-charge.
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Supplying & fixing of 60cm, wide M.S. ladder from tope dome to the inside of the tank upto bottom dome of 50×50×6mm angle iron and 20mm dia plain M.S. bars @ 25 cm. C/C welded or riveted with suitable hand rail etc.
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Supplying & fixing of 1200mm dia ventilator of 50×50×6mm angle iron fitted at the crown of top dome with mosquito proof wire mesh over expanded metal jali.
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Supplying & fixing of 600×600mm M.S. Manhole cover of 5mm thick M.S. plate duly hinged with 50×50×6mm angle iron frame embedded in the top dome at appropriate place with locking arrangement shall be provided with overlap.
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Supplying & fixing of Three rows of G.I. (medium) 20mm dia pipe railing with 50×50×6mm angle iron post of clear height 1.00m at a distance of 1.25m centre to centre around the balcony, top dome and along the stair case from ground level to top dome.
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Supplying & fixing of water level indicator confirming to latest specifications & as per direction of engineer I/C
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Supplying & fixing of lighting conductor arrangements including earthing as per latest I.S. code.
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Supplying & fixing of 1 Nos. inlet of 100mm dia , 1 no.outlet of 150mm dia, washout of dia 100mm and over flow of 100mm dia of D.I.D/F (Class K-9) pipes and their sluice valves, (confirming to I.S.-780) duck foot bends on sutaible R.C.C. column based on raft foundation as per direction of Engineer- in- charge, other special etc. including supply of 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 1 Nos. inlet, 1 No. outlet & 1 No. washout/over flow chambers and their R.C.C. covers as per departmental type design. Complete in all respect as per the satisfaction of Engineer-in-charge.
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Supplying & Clamping the vertical pipe with M.S. clamps of size 50×6mm.
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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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Supplying & Painting the outlet inlet, washout and over flow pipe with one coat of oxide primer (Asian, Berger, Nerolac etc.) and two coats of paint of approved quality (Asian, Berger, Nerolac etc.) and shade.
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Supplying & Painting the entire tank with three coats 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-charges.
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Supplying & Painting the balcony and staircase railing and M.S. Manhole cover, ventilator angle iron posts with one coat of oxide primer (Asian, Berger, Nerolac etc.) and two coats of paint of approved quality (Asian, Berger, Nerolac etc.) and shade.
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Supplying & Filling of earth, ramming and watering the earth upto the plinth level which will be about 3.00 M above from natural ground level for construction floor & projecting one meter form the tank columns and 1 M wide apron with suitable drain. Floor shall be 40mm thick P.C.C. 1:2:4 over 80 mm thick P.C.C. 1:4:8 at floor of the tank with suitable glass strips. 230 mm thick masonary walls in 1:6 cement sand mortar requires to raise ground level to plinth level including all materials etc.
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Providing and Laying Double Flanged (Screwed/Welded) Centrifugally Cast (Spun) Ductile Iron Pipes of class K-9 with true to alignment & Jointing of full lenght including supply of packing confirming to IS: 5382-1985 with testing of pipe line complete.
D.I. Double Flanged Pipe K-9 -100mm dia
15
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Providing and Laying of D.I. Specials of class K-12 suitable for mechanical jointing as per IS: 9523- 2000
0.16
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Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials and specials.
HDPE PN-6.0 PE-100 (Make- Apolo, Jain Irrigation, Ashirwad)
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90 mm
6267
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110 mm
110
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125 mm
65
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140 mm
19
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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.
5295.99
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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 (Make- Kirloskar, Zoloto, Kartar) Pressure PN 1.0
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80 mm dia
6
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100 mm dia
2
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150 mm dia
1
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Constructing masonry Chamber 90x90x100 cm inside for Sluice Valve , 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 1:2:4mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/ 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
9
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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 :
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Water bound macadam road
145.6
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Bituminous road
102.05
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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. Air Valve Double Acting 50 mm dia
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 Non Return Valves PN 1.0- 150 mm dia
1
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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
1
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Constructing masonry Chamber for Non Return valve with a floating coat of neat cement complete as per standard design :
1
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Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 150 mm dia nominal bore
1
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Providing and fixing C.I dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 150 mm dia
1
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Disposal of Road rubbish/ malba/ earth/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
734.95
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DISMANTALING & REINSTATEMENT OF ROAD
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Dismantling of Structures - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202- Cement Concrete
582.77
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Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203
295.86
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Cement Concrete (PCC M-30) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing o fconcrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.
295.86
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PUMP HOUSE AND BOUNDARY WALL
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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.
124.19
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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).
12.7
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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)
17.15
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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)
12.43
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Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo-Mechanically Treated bars all complete.
26.54
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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
50.92
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Slab
59.79
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Lintels, beams, plinth beams, girders, bressmers and cantilevers
61.39
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Columns, pillars, piers, abutments, posts and struts
67.85
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Edges of slabs and breaks in floors and walls under 20cm wide
42.77
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
10.04
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
52.99
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Honey-comb brick work 10/11.4 cm thick with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand).
13.86
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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.
430.58
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
120
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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. 40mm thick with 20mm nominal size stone aggregate.
44.82
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Provide 5mm thick glass strips on flooring 20mm deep.
32
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Provide 12mm thick plaster in 1:6 (1 cement : 6 fine sand)
518.44
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12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement : 3 fine sand)
19.66
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Provide weather coat painting (two or more coats) to give an even shade.
282.48
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Painting on doors and windows (two or more coats) over and including one priming coat.
12.9
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Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
277.22
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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 and manufacture
4.32
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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.
0.54
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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.
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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
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including rounding of junctions of walls and slabs 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
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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. e) The whole terrace so finished shall be 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 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.
42.79
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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 : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter
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75 mm diameter
6
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110 mm diameter
14.5
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Supply of all materials, labour T&P etc. required for construction of V-Notch etc. all complete. (Inner Size 3.10 M × 1.00 M)
1
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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 each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
18.75
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Supplying and filling in plinth with Local sand including watering, ramming, consolidating and drassing complete in proposed water works.
120
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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.
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 required. White Vitreous China Flat back wash basin size 450x 300 mm with single 15 mm C.P. brass pillar tap
1
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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- 15 mm dia nominal bore
6
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S/Filling brick ballast 90 mm to 40 mm size
2.33
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House Service Connection
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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. 15mm dia pipe. pn 16 (Make:- Duraline, EPC, Ashirwad, Astral, Oriplast, Jain Irrigation, Narendra Plast)
4392
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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) (Make:- Kimplas, Aiwa)
366
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Providing and fixing brass bib cock of approved quality : 15 mm nominal bore
368
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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. (Make:- Kimplas, Aiwa) Size:- 80mm & above
366
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Suppl & 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. (Make:- Kimplas, Aiwa)
732
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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. (Make:- Kimplas, Aiwa)
732
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Suppl & fixing UPVC Ball Valves, with compression- female threaded 20mm withBody, 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. (Make:- Kimplas, Aiwa)
366
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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)
366
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Construction of Tube well by Heavy Duty DC Rig Machine in the strata of soft clay and sand rash Tarai area from G.L to 150.00MBGL to lower the assembly of 200mm dia to get sand free minimum yield of 375 lpm at 4.5 mt depression complete as per following work at site
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Drilling Work
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Transportation of Rig machine, Air compressor O.P. unit, T & P and other equipments up to site & back transportation after completion of work.
1
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Installation of Rig machine, Camp equipage after site clearance.
1
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Drilling 450mm dia size final bore from G.L. to 150.00 MBGL Including arrangemt of water, Geophysical logging of bore well & collection of strata sample at site.
150
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Dismantling of Rig machine after completion of work. Fitting of girder, clamp and well cap with site clearance
1
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Preparing and Lowering of tube well assembly starting from GL to 150 MBGL including cutting wellding as requried at site complete with all T & P required
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Supply & lowering of Tubewell assembly.
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200mm dia 7.9mm thick M.S.E.R.W. plain pipe.
126
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200mm dia 7.9mm thick M.S.E.R.W. Slotted pipe.
24
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200x100mm dia size M.S Girder 4Mt. Long for T.W. assembly.
2
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200mm dia Bail plug with hook.
1
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M.S. heavy duty D.E clamp suitable for 200mm dia.
1
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200mm dia well cap.
1
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Supply and shrouding of Pea-Gravel ( 2mm to 3mm) upto 150Mt.MBGL
30
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Development by air compressor.
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Development of tubewell by air compressor of suitable capacity including, transportation, installation, dismentling of compressor from site after completion of work with all T & P etc complete.
35
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Development by O.P. unit
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Development, yeild test of tubewell by operation the pumping set continuously for a desired time period and measuring the discharge and drawdown of tubewell at a suitable time interval as per the direction of engineer in charge including cost of energry
30
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Geohydrologgical survey of site
1
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Chemical & Bacteriological Test of water
1
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S.I.T.C. of Solar Submersible Pumping Plant with Accessories for Tubewell
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Supply of 7.5HP solar submersible AC/DC pump to deliver 300LPM water at 60Mtr head, complete with 1.0meter cable complete in all respects.
1
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Supply of Spare pump of same duty cycle
1
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Supply of solar pump controller (Control panel cum starter) suitable for above motor as per following parameters
1
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Inbuilt MPPT Tracking facility ensuring overload under over voltage protection force air time of lack of radiation
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Parameter display facilities
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Auto reset after every fault
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Dry running protection to avoid dry run of motor
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AC/DC manual selector switch auto on/off failure depending of water level in tank by sensor based floating valve.
1
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Solar photo voltage poly crystalline solar module 7500wt. As per IEC standrard (for above pump)
1
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Supply of main piping & valves comprising of the following
1
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80mm dia MS Coloumn Pipe (20Nos x3Mt.=60Mt.)
-
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80mm dia CI D/F Sluice valve PN-1, 2 Nos.
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80mm dia CI D/F Reflux valve PN-1,1 No.
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80mm dia bend90 - 1 No.
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80x80x80mm dia Tee A/F-1 No.
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MS Clamp-1 Set
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Gauge with fitting -1 Set
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Tools
1
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Construction RCC Foundation with suitable foundation Nut, Bolts and Supply & fitting of G.I. Solar Panel mounting structure including panel mounting clamp, pole etc complete in all respect.
1
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Installation, commissioning and setting to work and testing of entire equipment installed at site including supply of necessary fixing accessories like insulation, teflon tape etc.
1
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Cartage upto site of work including loading and unlodading
1
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10sq.mm x 3 core copper flexible cable
100
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Chain Pulley block of 2 tonne capacity 4Mt. Lift spur gear tested on 2 ton load
1
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... More
Rubber insulation sheet 1 Mt. x 2Mt.
1
-
-
... More
Safety kit with lightening arrestor, GI/Copper strip, earth kit etc.
1
-
-
... More
Internal & external Electrification of Pump house.
1
-
-
... More
1 Month trial running and 5 months maintenance including watch & ward
6
-
-
Evaluation Notes How It Works ?
Potential Partner
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