UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Eprocure
Opening Date
4 Jul 2019Closing Date
31 Aug 2019Tender Amount
₹ 1,28,67,592Costs
EMD
₹ 1,29,000Document Cost
Refer DocumentsTender 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
2019_UPJNM_360475_1Bid Award Id
ViewTender No
2451/V-15/159 DATE 27/06/2019Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
(a) I First class brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials labour, T& P etc. required for proper completion of the work
15.8
-
5491
First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials labour, T& P etc. required for proper completion of the work.
-
-
-
(i) For chamber into PH.
0.24
-
5596
As in item 4(a) above but in superstructure including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1 brick.
11.39
-
6092
As in item 4(a) above but in 1:4 superstructure including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1/2 brick wall.(Above verandha slab)
0.97
-
6499
20 mm thick damp proof course with cement and approved course sand in 1:2 including 5% water proofing materials of in the proportion as specified for proper complition of the work and including curing and shuttering as necessary.
4.45
-
267
R.C.C work with cement, coarse sand and 20mm gauge approved stone ballast in proportion of 1:1.5:3 in lintels of doors and windows,slab&chhaja excluding supply of reinforcement and its bending, but including its fixing and binding the same with 0.50mm thick binding wire(to be supplied by the contractor) and including centering and shuttering, supply of all materials, labour, T & P etc. required for proper completion of the work.
-
-
-
(i) SLAB
2.25
-
11840
(ii) BEAM/LINTAL
0.51
-
12201
(iii) CHHAJJA
0.4
-
11840
Mild steel or iron work in plain work such as R.C.C. or R.B. work (when not included, in over all rates) ,wrought to required shape as necessary incluiding bending for proper completion of the work incluiding supply of steel and.wastage.
252.48
-
73
Cement concrete with 20 mm gauge approved stone ballast,coarse sand and cement in the propotion of 4:2:1 including supply of all materials labour, T & P etc. required for proper completion of the work.
-
-
-
(i) For fixing of r.s. joist/hold fast etc.
0.1
-
8314
R.C.C. man hole cover (0.85*0.85*0.10m.)
0.07
-
11840
Supply &fixing of angle iron of size 40*40*5mm door chaukhat including fixing of holdfast &125 mm size heavey duty hinges etc. complete.
-
-
-
(i) Size 0.9*2.10 & 0.75*2.10 or as per direction of engineer-in-charge.
35.64
-
87
Supply &fixing of angle iron of size 40*40*5mm window/ventilator chaukhat with grill including fixing of holdfast & 100 mm size heavey duty hinges etc. complete.
-
-
-
(i) Size 0.9*1.50,1.20 * 1.50,1.20 * 1.10 or as per direction of engineer-in-charge.
180
-
87
Supply and fixing of 35 mm thick plywood door shutter Excluding AL drop tower bolt,handle,silencer & stoper etc. complete.All the accessaries should be heavey duty & approved make & quality.
3.78
-
1796
Supply and fix 35mm thick sheesham wood fully Panelled windows shutters including supply and fixing of wooden cleats and stops and fixing adjustments of hinges bolts locks handles spring and other fittings
5.4
-
3589
Providing and fix ventilators (as square bar grill) over opening including supply of all materials, labour, T&P etc. required for proper completion of work as per direction of Engineer-in -charge.
12
-
87
12 mm thick plaster in 1:6 with cement and coarse sand mortar over brick work minimum thickness not to be less than 10 mm, including supply of all materials, labour, T. & P.etc. Required for proper completion of the work.
82.22
-
170
12 mm thick plaster in 1:6 with cement and coarse sand mortar over rough face of one brick work minimum thickness not to be less than 10 mm, including supply of all materials, labour, T. & P.etc. Required for proper completion of the work.
53.26
-
197
20mmthick cement plaster in dado or skirting in (1:2) consisting of cement and coarse sand laid in panels finished with 3mm floating coat of neat cement or 1:5 cement and marble dust including supply of all materials labour T & P etc required for proper completion of the work.
5.49
-
490
Earth filling in plinth including supply of necessary quantity of sand from A distance not exceeding 10 km. from the site of work and including watering, dressing, etc. Rate to include the cost of all materials, labour, T and P etc required for proper completion of the work.
5.3
-
446
25mm thick 1:2:4 plain cement concrete floor and appron with cement coarse sand and 20mm gauge stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified over and including 75mm thick base concrete consisting of cement local sand and 1st class brick ballast 40mm gauge in the proportion of 1:4:8 and removing any overlapping or mortar at the joints of panels if any and giving them uniform finish including supply of all materials labour and T and P etc. required for proper completion of the work.
26.38
-
649
40 mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20mm gauge stone ballast laid in panels finished with 3 mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified.(without base concrete.)
1.87
-
439
Painting or varnishing new iron work in small areas or new wood work with one coat priming and two coat of approved paint or varnish including supply of all materials, Labour and T & P etc required for proper completion of the work.
22.32
-
216
Finishing wall with water based exterior paint of approved make and quality as mentioned in tender document over one priming coat on new work with two coats, to give an even shade. Including prepration of surface &supply of all matrials labour T&P etc. required for proper completion of the work.
82.22
-
156
Supply of Rolled steel joists complete. Size 225*100mm & Length - 3.4m.
1
-
8000
Fixed in position item no. 20 excluding cost of joists but including all labour in handling and hoisting etc. complete.Size 225*100mm & Length - 2.90m.
1
-
800
Supply and fix 100 mm dia. A.C. down pipe complete with rose heads bands with eye hole and groutings etc fixed to walls with suitable clamps .
5.7
-
435
Supply &Fixing of oxidized iron fitting for door& window.
9.18
-
150
Anti termit treatment
26.38
-
200
white washing three coat including supply materilas and t/p etc
73.45
-
150
BY PASS CHAMBER
-
-
-
Excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5m and lead up to 50m. Filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth up to a distance of 50m. from the centre of the foundation trenches.
0.68
-
157
Concrete with 40 mm gauge stone ballast, local sand and cement in proportion(8:4:1) in foundations and floors including supply off all materials, labour T and P etc. required for proper completion of the work.
0.17
-
7130
I First class brick work in 1:6 cement and coarse sand mortar in super structure including supply of all materials labour, T& P etc. required for proper completion of the work
1.3
-
5491
25mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20mm gauge stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified over and including 75mm thick base concrete consisting of cement local sand and 1st class brick ballast 40mm gauge in the proportion of 1:4:8 and removing any overlapping or mortar at the joints of panels if any and giving them uniform finish including supply of all materials labour and T and P etc. required for proper completion of the work.
1
-
649
20mmthick cement plaster in dado or skirting in (1:2) consisting of cement and coarse sand laid in panels finished with 3mm floating coat of neat cement or 1:5 cement and marble dust including supply of all materials labour T & P etc required for proper completion of the work.
5.73
-
490
12 mm thick plaster in 1:6 with cement andl ocal sand mortar over rough face of one brick work minimum thickness not to be less than 10 mm, including supply of all materials, labour, T. & P.etc. Required for proper completion of the work.
4.38
-
170
Staff quarter Half set
-
-
-
Excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5m and lead up to 50m. Filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth up to a distance of 50m. from the centre of the foundation trenches.
36.48
-
157
Concrete with 40 mm gauge stone ballast, local sand and cement in proportion(8:4:1) in foundations and floors including supply off all materials, labour T and P etc. required for proper completion of the work.
4.12
-
7130
(a) I First class brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials labour, T& P etc. required for proper completion of the work
24.61
-
5491
As in item 49(a) above but in superstructure including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1 brick.
22.71
-
6092
As in item 49(a) above but in 1:4 superstructure including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1/2 brick wall.(Above verandha slab)
5.24
-
6499
20 mm thick damp proof course with cement and approved course sand in 1:2 including 5% water proofing materials of in the proportion as specified for proper complition of the work and including curing and shuttering as necessary.
9.47
-
267
R.C.C work with cement, coarse sand and 20mm gauge approved stone ballast in proportion of 1:1.5:3 in lintels of doors and windows,slab&chhaja excluding supply of reinforcement and its bending, but including its fixing and binding the same with 0.50mm thick binding wire(to be supplied by the contractor) and including centering and shuttering, supply of all materials, labour, T & P etc. required for proper completion of the work.
-
-
-
(i) SLAB
4.89
-
11840
(ii) BEAM/LINTAL
0.77
-
12201
(iii) CHHAJJA
1.08
-
11840
Mild steel or iron work in plain work such as R.C.C. or R.B. work (when not included, in over all rates) ,wrought to required shape as necessary incluiding bending for proper completion of the work incluiding supply of steel and.wastage.
531
-
73
Cement concrete with 20 mm gauge approved stone ballast,coarse sand and cement in the propotion of 4:2:1 including supply of all materials labour, T & P etc. required for proper completion of the work.
-
-
-
(i) For fixing of r.s. joist/hold fast etc.
0.46
-
8314
Supply &fixing of angle iron of size 40*40*5mm door chaukhat including fixing of holdfast &125 mm size heavey duty hinges etc. complete.
-
-
-
(i) Size 0.9*2.10 & 0.75*2.10 or as per direction of engineer-in-charge.
135
-
87
Supply &fixing of angle iron of size 40*40*5mm window/ventilator chaukhat with grill including fixing of holdfast & 100 mm size heavey duty hinges etc. complete.
-
-
-
(i) Size 0.9*1.50,1.20 * 1.50,1.20 * 1.10 or as per direction of engineer-in-charge.
235
-
87
Supply and fixing of 35 mm thick plywood door shutter Excluding AL drop tower bolt,handle,silencer & stoper etc. complete.All the accessaries should be heavey duty & approved make & quality.
12.6
-
1796
Supply and fix 35mm thick sheesham wood fully Panelled windows shutters including supply and fixing of wooden cleats and stops and fixing adjustments of hinges bolts locks handles spring and other fittings
4.2
-
3589
Providing and fix ventilators (as square bar grill) over opening including supply of all materials, labour, T&P etc. required for proper completion of work as per direction of Engineer-in -charge.
9
-
87
12 mm thick plaster in 1:6 with cement and coarse sand mortar over brick work minimum thickness not to be less than 10 mm, including supply of all materials, labour, T. & P.etc. Required for proper completion of the work.
166.94
-
170
12 mm thick plaster in 1:6 with cement and coarse sand mortar over rough face of one brick work minimum thickness not to be less than 10 mm, including supply of all materials, labour, T. & P.etc. Required for proper completion of the work.
153.62
-
197
20mmthick cement plaster in dado or skirting in (1:2) consisting of cement and coarse sand laid in panels finished with 3mm floating coat of neat cement or 1:5 cement and marble dust including supply of all materials labour T & P etc required for proper completion of the work.
33.7
-
490
Earth filling in plinth including supply of necessary quantity of sand from A distance not exceeding 10 km. from the site of work and including watering, dressing, etc. Rate to include the cost of all materials, labour, T and P etc required for proper completion of the work.
27.16
-
446
25mm thick 1:2:4 plain cement concrete floor and appron with cement coarse sand and 20mm gauge stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified over and including 75mm thick base concrete consisting of cement local sand and 1st class brick ballast 40mm gauge in the proportion of 1:4:8 and removing any overlapping or mortar at the joints of panels if any and giving them uniform finish including supply of all materials labour and T and P etc. required for proper completion of the work.
30.68
-
649
40 mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20mm gauge stone ballast laid in panels finished with 3 mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified.(without base concrete.)
1.78
-
439
Painting or varnishing new iron work in small areas or new wood work with one coat priming and two coat of approved paint or varnish including supply of all materials, Labour and T & P etc required for proper completion of the work.
47.1
-
216
Finishing wall with water based exterior paint of approved make and quality as mentioned in tender document over one priming coat on new work with two coats, to give an even shade. Including prepration of surface &supply of all matrials labour T&P etc. required for proper completion of the work.
166.94
-
156
Supply of Rolled steel joists complete. Size 225*100mm & Length - 3.4m.
1
-
8000
Fixed in position item no. 20 excluding cost of joists but including all labour in handling and hoisting etc. complete.Size 225*100mm & Length - 2.90m.
1
-
800
Supply and fix 100 mm dia. A.C. down pipe complete with rose heads bands with eye hole and groutings etc fixed to walls with suitable clamps .
11.1
-
435
Supply &Fixing of oxidized iron fitting for door& window.
25.98
-
150
Anti termit treatment
15.34
-
200
Making 11.5 cm string or drip-coarse in1:6 cement and local sand mortor including supply of all materials labour, T & P etc. required for proper completion of the work.
21.66
-
344
Provide all materials , labour, T&P etc.required for proper completion of work and construct brick on edge approach road
108
-
440
Internal and external sanitation work as well as plumbing works (W/C sheet including cistern,kitchen sink, PVC water tank with float valve,water tap,nahani trap etc.) in to building as per direction of engineer-in-charge,including supply of all materials labour, T & P etc. required for proper completion of the work.
1
-
20000
Electrification work such as two power plug point, 13 nos light/fan point in building as per direction of engineer-in-charge, including supply of all materials labour, T & P etc. required for proper completion of the work.
1
-
20000
Boundary wall approach road etc
-
-
-
Excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5m and lead up to 50m. Filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth up to a distance of 50m. from the centre of the foundation trenches.
41.76
-
157
Concrete with 40 mm gauge stone ballast, local sand and cement in proportion(8:4:1) in foundations and floors including supply off all materials, labour T and P etc. required for proper completion of the work.
10.44
-
7130
(a) I First class brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials labour, T& P etc. required for proper completion of the work
32.02
-
5491
20 mm thick damp proof course with cement and approved course sand in 1:2 including 5% water proofing materials of in the proportion as specified for proper complition of the work and including curing and shuttering as necessary.
26.68
-
267
As in item 88a) above but in 1:4 superstructure including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1/2 brick wall.(Above verandha slab)
19.02
-
6499
12 mm thick plaster in 1:6 with cement and coarse sand mortar over brick work minimum thickness not to be less than 10 mm, including supply of all materials, labour, T. & P.etc. Required for proper completion of the work.
244.18
-
170
12 mm thick plaster in 1:6 with cement and coarse sand mortar over brick work minimum thickness not to be less than 10 mm, including supply of all materials, labour, T. & P.etc. Required for proper completion of the work for pillar face. on rough surface.
187.34
-
170
Finishing wall with water based exterior paint of approved make and quality as mentioned in tender document over one priming coat on new work with two coats, to give an even shade. Including prepration of surface &supply of all matrials labour T&P etc. required for proper completion of the work.
378.16
-
156
Supply of fixing of 3.6 m wide gate including construction of pillars as per departmental type design including if all material, labour,T&P etc.required for proper completion of work
1
-
45400
Provide all materials , labour, T&P etc.required for proper completion of works including leveling dressing exvavation and filling of earth where necessary for development of water works site including carriage of earth from distance of about 8 km.
450
-
400
Distribution System, Rising Main & OHT
-
-
-
Excavation for pipe line trenches including lift upto 1.50m and lead upto 50 m and refilling, watering, ramming of excavated earth in to trenches as per direction of engineer-in charge.
9201
-
194
Supply,laying in true to alignment & gradient in trenches and testing of the following size and type of pipes with coupler,specials and all jointing materials such as solvent cement rubber rings etc.including F.O.R. destination, insurance and with loading, unloading and stacking etc. complete.
-
-
-
D.I.-K-7
-
-
-
dia- 100 MM
30
-
797
HDPE PE 6 pipe, 6Kg/cm2
-
-
-
i- 140 MM
507
-
413.5
i- 110 MM
1246
-
261.42
iii- 90 MM
247
-
184.62
iii- 75 MM
1833
-
134.72
v- 63 MM
8869
-
95.8
Supply and fixing in position including supply of jointing materials such as nuts-boalt, rubber insertion white lead,valves and specials required etc. complete of the following size of C.I.D./F. Sluice valves, scour valves,20mm dia scewed down type air valve and fire hydrant containing 80mm dia sluice valve and its accesories as per latest I.S. specification including F.O.R. destination, all taxes and insurance etc. complete for proper completion of work.
-
-
-
Sluice valve
-
-
-
(ii) 100mm dia
1
-
7947
(iii) 65 mm dia
2
-
6243
(iv) 50 mm dia
2
-
6053
Scour valve
-
-
-
(i) 50 mm dia
1
-
6053
Air valve
-
-
-
(i) 50 mm dia
1
-
2728
Fire hydrant
1
-
17328
Provide all materials, labour,T&P etc.complete for construction of single tap pillar type stand post as per department type design.
5
-
5500
Supply of all materials, labour, T&P etc.complete for construction of following chamber as per department type design.
-
-
-
Sluice valve chamber (masonary Type)
3
-
20000
Sluice valve chamber (surface box Type)
2
-
2800
Fire Hydrant
1
-
14300
Air Valve Chamber
1
-
8600
Scour Valve Chamber
1
-
20000
Dismanting of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50 m.
-
-
-
(i) C.C.Road
542
-
58
(ii) Bituminous surface
34
-
54
(iii) B.O.E. Surface
1084
-
42
(iv) Interlocking Surface
132
-
50
Provision for crossing of nalas, road, culvert and embankments (bundhs) etc. including shifting of telephone cables etc.along the alignement of pipe line including supply of following pipes & specials and their laying & jointing, testing etc.complete as per direction of ingineer-in-charge.
-
-
-
i-(a) Nala Crossing/culvert crossing above 80mm dia pipe with C.I. Tyten/D.I. D/F
44
-
4000
i-(b) Nala Crossing/culvert crossing below 80mm dia pipe with G.I. medium class
40
-
2000
ii-(a) Road Crossing through trenchless technique (63MM TO 160MM)
150
-
2050
Reinstatement of above dismentalled road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work.
-
-
-
(i) C.C.Road
542
-
1550
(ii) Bituminous surface
34
-
1395
(iii) B.O.E. Surface
1084
-
174
(iv) Interlocking Surface
132
-
264
Making connection with Existing PVC/HDPE/D.I. mains including labour T&P etc complete.
381
-
405.35
Supply,Carting ,laying and jointing of the 20 mm (OD) MPDE pipe in inside house including cost of all jointing material, specials, labour, testing and T&P etc. complete.
3048
-
75
Supply,Carting ,laying and jointing of the 15 mm (OD) G.I. pipe in inside house and support on wall with suitable clamp as per direction of engineer-in charge including cost of all jointing material, specials, labour, testing and T&P etc. complete.
762
-
121
Supply and fixing of I.S.I. Mark saddle/clamp of required size, C.I. bib kock of approved quality, J-Hook or M.S.U-clamp, 25cmX25cmX25cm C.C grouting of unsupported G.I. pipe or as directed by engineer-in charge including cost of all jointing material, specials, labour,testing and T&P etc. complete.
381
-
325
Supply and fixing of I.S.I. Mark Gunmetal Ferrul as directed by engineer-in charge including cost of all jointing material, specials, labour, testing and T&P etc. complete.
381
-
175
R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3 in thrust blocks of pipe line excluding supply of reinforcement & its bending but including its fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work.
1.37
-
11840
Mild steel or iron work in R.C.C. wrought to required shape as necessary including bending for proper completion of the work including supply of steel & wastage etc.
86.11
-
73
Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of 125KL Capacity /16 M staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-25 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456. Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M25 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case,bolcony and top dome, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia, Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of C.I.D/F Pipes of appropriate size with C.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S. specifications with all jointing materials for proper completion of work, Supply and Fixing of appropriate size manually operated D/F Sluice Valve / Butter Fly Valves as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound.Supplyand fixing of 1.8 m hight M.S. Gate in staire case at 2nd fligth as per direction of engineer -in-charge. Painting of all concrete surface and steel pipe works with water based exterior paint of approved make and quality as mentioned in tender document over one priming coat on new work with two coats, to give an even shade and anticorrosive paints including prepration of surface &supply of all matrials labour T&P etc. required for proper completion of the work. AS PER DIRECTION OF EIC
1
-
2386870
E/M WORKS
-
-
-
Construction of Tube Well capable of providing 450LPM sand free discharge, including MS Pipes, Drilling of bore, supplying, fixing & lowering of housing pipe as per IS : 4270 including M.S. sockets duly welded with M.S. electrodes to have extra strength. Tubewell Assembly containing of MSERW housing pipe, Plain/ Slotted pipe, M.S. reducer, M.S. bail plug, M.S. Clamp, well Cap, M.S. rings, Centre guide, etc of desired size. Development by Air compressor & O.P. Unit. with transportation of all materials, T&P etc required for proper completion of work including testing of water sample as per specification :
-Telescopic boring upto total depth of 132 m BGL consisting of drilling including logging of bore well by suitable electrical logger as following : - 550 mm dia. bore from G.L. to 90m BGL.
- 550 mm dia. bore from 90m to120m BGL. 550 mm dia. bore from 120m to132m BGL.
Supplying,fixing and lowering of pipe including supply and shrouding of Lal kuan Pea Gravel 1.6-4.8 mm size for T.W. (as per requirement) as per IS:4097-1988, plain/slotted pipe as following :
200 mm dia 7.1mm thick MSERW plain pipe from GL to 90m BGL . 200 mm dia 7.1mm thick MSERW plain / slotted pipe 90m to 90m to120m BGL.
- Supply of suitable size M.S. Reducer, M.S. bail plug, M.S. clamp, M.S. well cap, M.S. rings, suitable number of centre guide & support girder etc as per requirement.
- Development of Tubewell by Air Compressor by minimum 250 PSI / as per requirement and as per specification.
- Development of Tubewell by suitable capacity O.P. unit.by 3 cusec
Note : Depth of Tubewell is tentative however actual depth will depend upon the availability of suitable aquifer to achieve the required sand free discharge.
1
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1380000
Supply and installation of 450LPM and 36 meter head 7.5 H.P. submersible clear water Pump set (As per IS 8034:1989) including switch gear (cubical panel board, starter, cable, power wiring & earthing etc) necessary tools, main piping & valves, pressure gauge, depth gauge with their fittings, air hand pump and double earthing. Supply and fixing of suitable of electro mechanical type chlorinating plant, Level controller and GSM controler complete kit. supply and fixing of 24 m long 80 mm dia. and 5.4 mm thick column pipe. Supply and fixing of 2 ton capacity 4.5 m lift chainpully block, Electric resistance rubber sheet of 1x2 m size 12.5 mm thick etc complete in all respect as per detailed specifications. supply of tools such as pipe wrinches-2 nos, D/E spanner22/6 mm-6nos, adjustable wrinches-300mm -1 no, Screw driver 12*250mm-1no.,8-250mm-1no.,5-250-1no., combination plier 200mm -1no. nose plier 200m-1no., Hammer with handle 1Kg-1no and Line Tester- 1no. Painting of pipes and valves etc. complete (All supply will be done after the approval of Engineer-in-charge.
1
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415150
Electronic type doser of6LPH capacity with 200 litre with accessories
1
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28800
6 point wiring of Pump house for light with 2.00 sq.mm PVC insulated multi strand copper conductor cable in rigid PVC condult pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and celling rose/angle/baton holder on 3mm thick phenolic laminated back light sheet etc complete in all respect including luminaries with IS amp. switch fuse unit as per instruction of Engineer-in-charge after approval of drawing.
1
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15300
Supply and Fixinf of Solar Pannel and LED Light in water work campus with all accessories and fitting.
1
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22500
Erection & commissioning of Transmission line of ACSR weasel conductor including all materials i.e. poles, conductors , insulators, required cable, etc from the nearest existing H.T. line Supply & fixing of 11KV/ 0.4kV, 25 KVA Transformer with Double Pole Sub Station including security charges , Energy Meter, System loading charges , Fixed charges, processing fees etc completed in all respect.
1
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444000
Supply and Fixing of Automatic Volage Stablizer having capacity of 10KVA, fully copper winding 3phase A.C. supply 50Hz, input voltage 250-490, output voltage 450(+,-) 1% volt with transformer oil, earthing wire and power cable etec. complete as per direction of engineer-in-charge.
1
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108000
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