UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Other Consultancy Services
Consultancy Services
Eprocure
Opening Date19 Feb 2024
Closing Date12 Mar 2024
Tender Amount₹ 29,43,61,141
Costs
EMD
₹ 29,44,000Document Cost
₹ 23,600Tender Fee
Refer Documents
Summary
Lambhua Nagar Panchayat Water Supply Scheme
Description
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Contact
Tender Id
2024_UPJNM_897481_1Bid Award Id
ViewTender No
308/W-61/02Tender 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
Documents
BOQ Items
Supply and fixing of M.S. angle iron chaukhats of 40 mm x40 mmx5 mm with M.S. sheet door shutter including simple moulding straightg work as in chaukhats and also supply of all materiaI,Iabour T & P etc. required for proper completion of work.
138.1
15333
111.03
Mild steel in reinforced concrete or reinforced brick work wrought to required shape as necessary including welding for proper completion of work and including supply of steel its wastage bend hooks and over lapping.
10
1025
102.56
25 mm thick (1:2:4) plain cement concrete floor with cement, coarse sand and 20 mm gauge approved stone grit, laid in panels, finished with 3 mm floating coat of neat cement or cement and marble dust in ratio of 1:5 as specified over and including 75 mm thick base concrete consisting of cement, coarse sand and 40 mm gauge first class brick ballast in the proportion of 1:4:8 and removing any overlapping of mortar at the joints of panels if any and given them uniform finish including supply of all materials, labour T&P etc required for proper completion of work.
57.03
42191
739.82
Same as item no 6 above but 40 mm thick over base concrete consisting of cement, coarse sand and 40 mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6 m wide.
33.62
24872
739.82
R.C.C. work with cement,coarse sand and 20 mm gauge approved stone ballast in proportion of 1:1.5:3 in sun shed and lintel on doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick binding wire and the cost of binding wire and including necessary centering and shuttering supply of all materiaI,Iabour T & P etc. required for proper completion of work.
0.29
4299
14826.52
Supply and fixing of 1mm thick sheet iron panelled door/window shutters including supply and fixing and adjustment of Cleats, stops, hinges, locks, bolts, handlers, spring and other fittings. (Excluding suply of Fittings).
17.1
3084
180.39
Supply of oxidized iron fittings of approved make for doors and window.
2
3607
1803.86
12 mm thick plaster with cement and coarse sand mortar in proportion of 1:4 over brickwork, minimum thickness not be less than 10 mm including supply of all materials labour, T&P etc required for proper completion of work.
25.45
4835
190
Painting or varnishing new iron work or new wood work with one priming coat and two coats of approved paints or varnish including supply of all materials labour, T&P etc required for proper completion of work.
52.84
9097
172.17
Providing plaster of Paris wall putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
219.99
27778
126.27
Finishing walls with oil based distemper paint of approved make and quality over one priming on new work with two coats to given an even shade including supply of all materials, labour T&P etc required for proper completion of work.
219.99
42847
194.77
11.5 cm string or drip-coarse in 1:6 cement and local sand typ.
43.31
22867
528
Supply and fixing of Girder of
250 mmxl25mm size over the pump house including its painting with approved quality paint and also one (Girder 3.6m) ISMB 250x 125 @37.30Kg/m
268
29756
111.03
REPAIRING WORK OF EXISTING STAFF QUARTER (1 NO.)
-
-
-
Ist. Class brick work in 1:6 cement and local mortar in super structure in one brick thick wall including supply of all materiaI,Iabour T & P etc. required for proper completion
2.52
15040
5968.6
12 mm thick plaster with cement and local sand mortar I:6 over brick work minimum thickness not to be less than 10 mm including supply of all
26.43
5021
190
R.C.C. work with cement,coarse
sand and 20 mm gauge approved stone ballast in proportion of 1:1.5:3 in sun shed and lintel on doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick binding wire and the cost of binding wire and including necessary centering and shuttering supply of all materiaI,Iabour T & P etc. required for proper completion of work.
0.47
6968
14826.52
M. S. or iron work in plain work such as
R.C.C.or R.B. work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work including supply of steel and its wastage.
15
1538
102.56
Supply and fixing of M.S. angle
iron chaukhats of 40 mm x40 mmx5 mm with M.S. sheet door shutter including simple moulding straightg work as in chaukhats and also supply of all materiaI,Iabour T & P etc. required for proper completion of work.
69
7661
111.03
Mild steel grill in windows wrought to required
form, including supply of labour, steel ,T&P etc for proper completion of work.
125
13878
111.03
25 mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20 mm gauge stone ballast laid in pannels finished with 3 mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified and removing any overlaping or mortar at the joints of panels if any and giving them uniform finish including supply of all materiaI,Iabour T & P etc. required for proper completion of work. including
12.36
9144
739.82
SuppIy of 40 mm thick sheesham wood /
Plywood door/window shutters and fixing Cleats, stops, hinges, locks, bolts, handlers , spring and other fittings. (Excluding suply of
Fiffinn.s\
24.27
142383
5866.66
Painting or varnishing new
work or new wood work in small areas with one priming coat and two coat of approved quality paint or varnish including supply of all materiaI,Iabour T &P etc. required for proper
completion of work.
27.46
4727
172.16
Finishing walls with oil based distemper paint of approved make and quality over one priming on new work with two coats to given an even shade including supply of all materials, labour T&P etc required for proper completion of work.
316.71
61685
194.77
Providing plaster of Paris wall putty of 2 mm thickness over plastered surface to prepare the surface even
and smooth complete.
316.71
39990
126.27
Supplying, carting, laying, jointing, fixing and testing of(1/2 -1 inch) CPVC Screwed pipe with specials and fittings inclduing cutting holes in masonry and making good the walls, fixing clamps wherever necessary etc. complete including cost of white lead,
hemps, oil, etc.
30
1352
45.09
Supply of all material ,labour,T&P etc fixing of water tap required for proper
completion of the work.
3
270
90.19
Supply of all material ,labour,T&P etc fixing of float valve required for proper
completion of the work.
1
180
180.39
Provision for internal electrification including supply of all materials, labour,
T&P etc. complete.
1
4509
4509.65
Supply and fix 110mm dia AC down Pipe with rose heads ,bends, gratings with necessary MS clamps 25mmx 3mm fixed with walls including supply of l50mm long
,6mm dia nails including supply of all materials ,labour etc for proper completion
5
1578
315.67
Supply and fix of position 500 litre capacity PVC (Sintex or other approved
1
1352
1352.89
Provision for electrification inside and
outside of the quarter.
1
4509
4509.65
CONSTRUCTION OF PUMP HOUSE SIZE (3.60 x 3.00 x 3.00 M) CUM CHLORONATING ROOM (2.25 x 2.25 x 3.00 M)- 6 NOS.
-
-
-
Excavation of earth in foundation in ordinary soil (loan, clay or sand) including lift up to 1.50m and leap up to 50.00 m refilling of excavated earth in to space between building and sides of foundation trench, watering, ramming and disposal of surplus earth up to 50 m from the center of the trench.
119.88
24068
200.77
Concrete with 40 mm gauge First class brick ballast, coarse sand and cement in proportion of 1:6:12 in foundation and floors including supply of all materials, labour, T&P etc required for proper completion of work.
17.1
80628
4715.13
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 work.
63.24
377454
5968.6
25 mm thick damp proof coarse with cement ,stone grit 12mm and coarse sand in the proportion of 1:1.5:3 including approved water-proofing materials including supply of all materials, labour T&Pand tools and plants etc required for proper completion of the work.
58.86
20285
344.64
First class brick work in 1:4 cement and coarse sand mortar in super structure including supply of all materials labour T&P etc required for proper completion of work.
110.4
738552
6689.79
Supply and fixing of M.S. angle iron chaukhats of 40 mm x40 mmx5 mm with M.S. sheet door shutter including simple moulding straightg work as in chaukhats and also supply of all materiaI,Iabour T & P etc. required for proper completion of work.
954
105922
111.03
Fixing of hold fast of doors and windows chaukhats already moulded on chaukhats in P.C.C. 1:2:4 etc.required in all respect to complete the work.
120
14070
117.25
R.C.C. work with Cement, Coarse sand and 20 mm Gauge approved stone ballast in the proportion 1:1.5:3 in lintels of doors, windows & sunshade excluding reinforcement and its bending but including its fixing and binding the same 24 B WG wire in position with supply all materials labour T&P etc required for proper completion of work.
23.4
346940
14826.52
Mild steel in reinforced concrete or reinforced brick work wrought to required shape as necessary including welding for proper completion of work and including supply of steel its wastage bend hooks and over lapping.
25.5
261534
10256.26
12 mm thick plaster with cement and coarse sand mortar in proportion of 1:4 over brickwork, minimum thickness not be less than 10 mm including supply of all materials labour, T&P etc required for proper completion of work.
1040.76
197744
190
Supply and Fixing of 22mm wide and 3mm thick glass strips in pannels including supply of all material, labour T&P etc. requried for proper complition of work.
178.14
5623
31.57
25 mm thick (1:2:4) plain cement concrete floor with cement, coarse sand and 20 mm gauge approved stone grit, laid in panels, finished with 3 mm floating coat of neat cement or cement and marble dust in ratio of 1:5 as specified over and including 75 mm thick base concrete consisting of cement, coarse sand and 40 mm gauge first class brick ballast in the proportion of 1:4:8 and removing any overlapping of mortar at the joints of panels if any and given them uniform finish including supply of all materials, labour T&P etc required for proper completion of work.
168.6
124733
739.82
Painting or varnishing new iron work or new wood work with one priming coat and two coats of approved paints or varnish including supply of all materials labour, T&P etc required for proper completion of work.
117.72
20267
172.17
Providing plaster of Paris wall putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
930.48
25178
27.06
Finishing walls with oil based distemper paint of approved make and quality over one priming on new work with two coats to given an even shade including supply of all materials, labour T&P etc required for proper completion of work.
930.48
181229
194.77
Supply and fixing of Girder of 250 mmx125mm size over the pump house including its painting with approved quality paint and also one priming coat.
8.04
89270
11103.28
Sand filling in plinth in pump house and chloronating room including supply of all materiaI,Iabour T&P etc. required for proper completion of work.
33.06
56787
1717.7
Supply of 40 mm thick sheesham wood / Plywood door/window shutters and fixing Cleats, stops, hinges, locks, bolts, handlers , spring and other fittings. (Excluding suply of Fittings).
58.98
346016
5866.67
SuppIy & Fix 100 mm dia P.V.C. down pipes complete with rose & bend and gratings with M.S. clamps 25 X 3 mm fixed on walls & supply of 150 mm long, 6 mm dia nails complete.
42
55932
1331.73
Supply and fixing of R.C.C. cover of size 0.80 x 0.80 Meter over pump house slab opening including supply of all material labour T&P etc complete.
0.36
5337
14826.52
Provide and fixing of R.C.C. pre cast ventilators jali over opening including supply of all materials labour, T&P etc complete.
12
2164
180.39
Earth Filling in Plinth including cartage up to site etc complete.
98.16
39840
405.87
Construction of By pass Chamber 1.0m x 1.0m x 1.0m Size with V Notch.
6
137454
22909.02
RISING MAIN AND BYE PASS ARRANGEMENT FOR ZONE-1-2-3
-
-
-
Supply of the following pipes including railway freight, insurance charges F.O.R. D.I. specials etc. complete. From Tube wells to OHT including bye pass
-
-
-
DI Pipe K-9 150 mm Dia DI K9
1500
2815650
1877.1
Carting, laying and jointing of the following sizes of pipes into the trenches including cost of all jointing materials, labour and T&P, testing etc. complete. 'From Tube wells to OHT including bye pass
-
-
-
150 mm Dia DI K9
1500
99585
66.39
Dismantling of following type of surface including sorting out and staking of serviceable materials of disposal of unserviceable materials up to a distance of 50 m.
-
-
-
Bituminous Road
156.75
30375
193.78
B.O.E. Road
150
13765
91.77
C.C. Road
41.25
15208
368.7
Interlocking Tile. Road
150.75
24671
163.66
Reinstatment of following type of surface including sorting out and staking of serviceable materials of disposal of unserviceable materials up to a distance of 50 m.
-
-
-
Bituminous Road
156.75
299720
1912.09
B.O.E. Road
150
48852
325.68
C.C. Road
41.25
73037
1770.61
Interlocking Tile. Road
150.75
162479
1077.81
Earth work in ordinary soil with lift upto 1.50 m and lead upto 50 m, filling, watering and ramming of excavated earth into the trenches and disposal of surplus earth upto 50 m.
1296.76
335562
258.77
Supply of following sizes of C.I. D/F sluice valves as per I.S. 780-1960 tested to 10 Kg/sqm fixing in pipe line trenches, jointing and testing complete. 150 mm dia
8
127172
15896.52
Carting of D/F sluice valves of following sizes to the site of works lowering them into already prepared trenches and fixing them in position including supply of jointing materials such as bolt nut, rubber insertion white lead complete with excluding values and specials required but including the testing etc. complete excluding values and specials required but including the testing etc. complete 150 mm dia
8
5608
701.08
Supply of all materials, labour, T&P and construction of following chambers as per type design including supply and materials, labour and T&P, testing etc. complete.'Masonry Type
7
142054
20293.43
Constrution of Thrust block as per design.
13
189946
14611.27
Provision Of Road Crossing
3
171817
57272.56
LAYING OF DISTRIBUTION SYSTEM ITS APPURTENANT WORKS IN ZONE 1-2-3-4-5
-
-
-
Excavation for pipe line trenches in Ordinary soil,(lime, clay or sand Including lift up to 1.5m and lead up To 50m and refilling, watering, Ramming of excavated earth in to trenches and disposal of surplus earth up to 50 m from the center of the foundation trenches.
81738.58
21151492
258.77
Supply of the following sizes of pipes confirming to I.S. 4984:1995, I.S.-8329/2000 latest relevant of I.S.S. with couplers etc complete in all respect F.O.R. destination including all specials, taxes and insurance.
-
-
-
HDPE Pipe PN-6 (O. D.)PE-100
-
-
-
90 mm dia
92109
17009769
184.67
110 mm dia
5003
1336101
267.06
140 mm dia
4159
1776350
427.11
160 mm dia
3666
2037929
555.9
DI Pipe K-7
-
-
-
200 mm dia
7081
14942680
2110.25
250 mm dia
4037
11194520
2772.98
300 mm dia
90
320465
3560.73
Carting from the store (up to 8 Km.) The following sizes of pipe and specials to the site of work lowering them in to trenches and laying true to alignment and gradient including jointing, testing of pipeline and including supply of jointing material such as nut & bolts, rubber insertion, white lead etc. complate but excluding cost of trenching and cutting of pipes etc. For making of lengths but including making joints.
-
-
-
HDPE Pipe PN-6 (O. D.)PE-100
-
-
-
90 mm dia
92109
4066612
44.15
110 mm dia
5003
244546
48.88
140 mm dia
4159
220676
53.06
160 mm dia
3666
250461
68.32
DI Pipe K-7
-
-
-
200 mm dia
7081
686078
96.89
250 mm dia
4037
527635
130.7
300 mm dia
90
15193
168.82
Supply of following types of fittings including railways freight, cartage up to store, all taxes and duties complete.
-
-
-
C.I. Double flanged Sluice /Scour Valves as per I.S. 780/1969 class-1 working pressure 10 Kg/sqm F.O.R Destination including all taxes and insurance.
-
-
-
C.I. Double flanged Sluice Valves
-
-
-
80 mm
51
570426
11184.83
100 mm
12
156448
13037.4
125 mm
12
156989
13082.49
150 mm
5
79487
15897.42
200 mm
15
369394
24626.3
250 mm
8
347127
43390.95
Scour Valves
-
-
-
80 mm dia
10
111848
11184.83
Air Valves
-
-
-
25 mm
14
129164
9226.03
Fire Hydrants
-
-
-
80 mm
10
220972
22097.28
Carting of following fittings of following sizes to the site of works lowering them into already prepared trenches and fixing them in position including supply of jointing materials such as bolt nut, rubber insertion white lead complete with excluding values and specials required but including the testing etc. complete excluding values and specials required but including the testing etc. complete.
-
-
-
C.I. Double flanged Sluice Valves
-
-
-
80 mm
51
51987
1019.37
100 mm
12
15152
1262.73
125 mm
12
16616
1384.67
150 mm
5
9818
1963.75
200 mm
15
32082
2138.84
250 mm
8
27220
3402.5
Scour Valves
-
-
-
80 mm dia
10
10193
1019.37
Air Valves
-
-
-
25 mm
14
10389
742.13
Fire Hydrants
-
-
-
80 mm
10
17415
1741.55
Supply of all materials, labour T&P Etc. required and construction of following chambers as per type design including supply and materials labour, T & P etc. complete.
-
-
-
Surface Box Type
51
90340
1771.39
Masonry Type
61
1560688
25585.05
Air Valves
14
97051
6932.23
Fire Hydrants
10
74445
7444.53
Thrust Block
24
350670
14611.27
Dismantling of following type of surface including sorting out and staking of serviceable materials of disposal of unserviceable materials up to a distance of 50 m.
-
-
-
B.O.E. Road 60% old bricks
9955.95
913657
91.77
Bituminous Road
17195.09
3332064
193.78
CC Road
9036.3
3331683
368.7
Inter locking Road
14957
2447862
163.66
Reinstatment of following type of surface including sorting out and staking of serviceable materials of disposal of unserviceable materials up to a distance of 50 m.
-
-
-
B.O.E. Road 60% old bricks
9955.95
3241557
325.59
Bituminous Road
17195.09
32878559
1912.09
CC Road
9036.3
15999763
1770.61
Inter locking Road
14957
16120804
1077.81
Crossing of Culvert for laying pipe line including supply and materials labour, T&P etc. complete.
-
-
-
3.5 M wide
12
211051
17587.63
10 M wide
5
211953
42390.71
Crossing of Road for laying pipe line including supply and materials labour, T&P etc. complete.
-
-
-
7.0 M wide Road
11
466297
42390.71
Provision for laying of pipeline by trenchless technology including supply of different sizes M.S. casing pipe, labour T&P etc. required for proper completion of the work. Caseing size are below
-
-
-
350 mm
70
2100000
30000
250 mm
300
6300000
21000
Provision for Permission of NHAI and Railway for laying of pipeline crossing and along to the NH and crossiong paid to relavent deparment as per Actual Estimate or Bill
1
3607720
3607720
Making House Connection with distribution line including dismantling of road, supply, carting of specials, Lowering them into trances, fixing them in proper alignment and jointing including bailing out to water, necessary excavation for connection including all labour, T&P etc. required for proper completion of the work.
-
-
-
In B.O.E. Roads
-
-
-
For 90 mm to 110 mm dia
765
1969951
2575.1
For 140 mm to 160 mm dia
41
107986
2633.82
For 200 mm to 250 mm dia
28
81965
2927.33
In Bituminous Roads
-
-
-
For 90 mm to 110 mm dia
1302
5941091
4563.05
For 140 mm to 160 mm dia
243
1125124
4630.14
For 200 mm to 250 mm dia
426
2097508
4923.73
In C. C. Roads
-
-
-
For 90 mm to 110 mm dia
488
2140802
4386.89
For 140 mm to 160 mm dia
86
383044
4454
For 200 mm to 250 mm dia
72
341825
4747.58
In C. C. Interlocking tiles Roads
-
-
-
For 90 mm to 110 mm dia
1251
4407197
3522.94
For 140 mm to 160 mm dia
80
286532
3581.65
For 200 mm to 250 mm dia
65
251890
3875.24
In Earthen Roads
-
-
-
For 90 mm to 110 mm dia
1434
3105714
2165.77
CONSTRUCTION OF BOUNDARY WALL, GATE SITE DEVELOPMENT & APPROACH ROAD
-
-
-
Provide all materials; labour T&P etc. for the construction of 1.30m high Boundary wall as per departmental type design direction of Engineer-in-charge.
579.6
3952576
6819.49
Provide all materials, labour T&P etc. required for proper completion of work and construct pillars as per type design and fixing of gate 3.6 m wide gate nd 1.2 m wicket gate.
5
266069
53213.87
Provide all materials, labour, T&P etc. Required for proper completion of work and construct Interlocking Tiles approach road, laid dry and joints intact with corase sand mortar including preparation of base etc.
348
558856
1605.91
Construction of Drain as per type design in all materials, labour T&P etc. required for proper completion of work inside campous for proper drainage. Size (300 mm x 300 mm).
800
1363832
1704.79
Provision of Lighting in campus as per direction of Engineer-in- charge including all materials , labour T&P etc complete.
5
112741
22548.25
Provide all materials, labour T&P etc. required for proper completion of work including leveling, dressing excavation and filling of earth where necessary for develop of water works site including carriage of earth.
1200
614508
512.09
Repairing of Existing OHT in including Supply and fixing on lightening Conductor, Water lavel Indicator, three coats of approved exterior cement paint Berger/narolac/Asian(Such as apex) to give a smooth and even colour the pipe system of above aprorn level along with the clamps to be painted with three coats approved synthetic paints, Repairing of O.H.T. wall, water tighteing work, Repairs of cracks on concret surface of OHT (Brase, Column, Bottom dom, top Dom etc complete) by guniting method Replacement of Valves, Dismentling & re construction of Inlet, outlet, over flow & wash out chamber, Dismentling & reconstruction (including raising of flore of OHT, Replacment of both M.S. Ladder (inner & outer) & MS cover on top dome, Provision of medium class G.I. pipe in free roof on stair case, balconey and top dome, Provision of safty gate on stair case Net on top dome vent and Replacement of OHT pipes & Specials etc work completed as per Engineer incharge.
-
-
-
Zone 1 -650KL 14m Stageing
1
729989
729989.4
CONSTRUCTION OF OHT 1250 KL CAPACITY /22 M STAGNIG FOR ZONE -2
-
-
-
Supply of all the materials, labour T&P for construction of 1250 KL capacity/ 22m staging R.C.C. Over head tank (confirming to IS 3370 (part 1) : 2009, IS 3370 (Part 2): 2009, IS 3370 (Part 3) : 1967, IS 3370 (Part 4) : 1967 specification) along with main components, including cost of soil testing. All components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456 or its latest revision.Minimum depth of foundation below original ground level will be 2.0 M.Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.The assumed bearing capacity of soil has been taken as 8 M.T. sqm. 1 m wide RCC stair case from ground level to balcony. M.S. ladder made of 50 x 50 x 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to be top dome resting on an RCC plateform (75 x 75 cm and 10 cm thick) projecting from top ring beam and one alluminimum ladder inside thw tank body (from manhole in top dome to bootom dome).1 m wide RCC balcony around the tank at the junction point of vertical wall and conical wall. Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, around the balcony at each landing from landing with top ring beam up to manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 x 50 x 6 mm M.S. angle section, spaced at intervals not more than 1.5 m. Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of ventilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality along with expended mantled jail. Lightening conductor as per I.S.S. 2309 of its latest amendments
1
15823003
15823003
of latest electricity rules. It should consist proper elevation rod with 5 of more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. C.I. manhole of min 60 x 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3 mm thickness hinged with locking arrangement. This manhole should be fixed at top dome at proper place. Supply of fixing, jointing of following size of D.I. D/F pipes with D.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 including other appurtenant work and excavation in all types of soil. Inlet pipe 200 mm, Outlet pipe 300 mm, Overflow pipe 300 mm & Washout pipe 100 mm Supply and fixing of following sizes C.I. D/F sluice valves with Gear opreated as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete.Inlet pipe 200 mm - 3 No., Outlet pipe 300 mm (Gear Operated) - 1 No., Washout pipe 100 mm - 1 No. Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should support on the raft and not on the soil. Construction of Masonary type sluice valve chamber for above sluice valve (3 No.) as per departmental type design and drawing including supply and fixing of 150 mm x 150 mm size C.I. surface box including locking arrangement. Construction of washout/overflow chamber as per departmental type design and drawing. Construction of P.C.C. floor & drain and all other necessary
-
-
-
work as per departmental type drawing and design. All exterior surface of OHT to be given three coats of approved exterior cement paint such as Berger/ narolac / Asian/Apex Ultima to give a smooth and even shade including painting of the pipe system above apron level along with the clamps in three coats with approved synthetic paints. including supply of all labour material T & P necessory Scafolding etc. complete. Testing & Commission etc. all complete work. Testing of bearing capacity of soil from a reorganized Govt. Engineering college or as directed by department.
-
-
-
CONSTRUCTION OF OHT 500 KL CAPACITY /20 M STAGNIG FOR ZONE -3
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-
-
Supply of all the materials, labour T&P for construction of 1250 KL capacity/ 22m staging R.C.C. Over head tank (confirming to IS 3370 (part 1) : 2009, IS 3370 (Part 2): 2009, IS 3370 (Part 3) : 1967, IS 3370 (Part 4) : 1967 specification) along with main components, including cost of soil testing. All components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456 or its latest revision.Minimum depth of foundation below original ground level will be 2.0 M.Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.The assumed bearing capacity of soil has been taken as 8 M.T. sqm. 1 m wide RCC stair case from ground level to balcony. M.S. ladder made of 50 x 50 x 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to be top dome resting on an RCC plateform (75 x 75 cm and 10 cm thick) projecting from top ring beam and one alluminimum ladder inside thw tank body (from manhole in top dome to bootom dome).1 m wide RCC balcony around the tank at the junction point of vertical wall and conical wall. Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, around the balcony at each landing from landing with top ring beam up to manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 x 50 x 6 mm M.S. angle section, spaced at intervals not more than 1.5 m. Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of ventilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality along with expended mantled jail. Lightening conductor as per I.S.S. 2309 of its latest amendments
1
6584089
6584089
of latest electricity rules. It should consist proper elevation rod with 5 of more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. C.I. manhole of min 60 x 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3 mm thickness hinged with locking arrangement. This manhole should be fixed at top dome at proper place. Supply of fixing, jointing of following size of D.I. D/F pipes with D.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 including other appurtenant work and excavation in all types of soil. Inlet pipe 200 mm, Outlet pipe 300 mm, Overflow pipe 200 mm & Washout pipe 100 mm Supply and fixing of following sizes C.I. D/F sluice valves with Gear opreated as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete.Inlet pipe 200 mm - 1 No., Outlet pipe 300 mm (Gear Operated) - 1 No., Washout pipe 100 mm - 1 No. Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should support on the raft and not on the soil. Construction of Masonary type sluice valve chamber for above sluice valve (3 No.) as per departmental type design and drawing including supply and fixing of 150 mm x 150 mm size C.I. surface box including locking arrangement. Construction of washout/overflow chamber as per departmental type design and drawing. Construction of P.C.C. floor & drain and all other necessary
-
-
-
work as per departmental type drawing and design. All exterior surface of OHT to be given three coats of approved exterior cement paint such as Berger/ narolac / Asian/Apex Ultima to give a smooth and even shade including painting of the pipe system above apron level along with the clamps in three coats with approved synthetic paints. including supply of all labour material T & P necessory Scafolding etc. complete. Testing & Commission etc. all complete work. Testing of bearing capacity of soil from a reorganized Govt. Engineering college or as directed by department.
-
-
-
CONSTRUCTION OF OHT 450 KL CAPACITY /20 M STAGNIG FOR ZONE -4
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-
-
Supply of all the materials, labour T&P for construction of 1250 KL capacity/ 22m staging R.C.C. Over head tank (confirming to IS 3370 (part 1) : 2009, IS 3370 (Part 2): 2009, IS 3370 (Part 3) : 1967, IS 3370 (Part 4) : 1967 specification) along with main components, including cost of soil testing. All components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456 or its latest revision.Minimum depth of foundation below original ground level will be 2.0 M.Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.The assumed bearing capacity of soil has been taken as 8 M.T. sqm. 1 m wide RCC stair case from ground level to balcony. M.S. ladder made of 50 x 50 x 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to be top dome resting on an RCC plateform (75 x 75 cm and 10 cm thick) projecting from top ring beam and one alluminimum ladder inside thw tank body (from manhole in top dome to bootom dome).1 m wide RCC balcony around the tank at the junction point of vertical wall and conical wall. Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, around the balcony at each landing from landing with top ring beam up to manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 x 50 x 6 mm M.S. angle section, spaced at intervals not more than 1.5 m. Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of ventilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality along with expended mantled jail. Lightening conductor as per I.S.S. 2309 of its latest amendments
1
6340567
6340567.9
of latest electricity rules. It should consist proper elevation rod with 5 of more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. C.I. manhole of min 60 x 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3 mm thickness hinged with locking arrangement. This manhole should be fixed at top dome at proper place. Supply of fixing, jointing of following size of D.I. D/F pipes with D.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 including other appurtenant work and excavation in all types of soil. Inlet pipe 200 mm, Outlet pipe 300 mm, Overflow pipe 200 mm & Washout pipe 100 mm Supply and fixing of following sizes C.I. D/F sluice valves with Gear opreated as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete.Inlet pipe 200 mm - 1 No., Outlet pipe 300 mm (Gear Operated) - 1 No., Washout pipe 100 mm - 1 No. Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should support on the raft and not on the soil. Construction of Masonary type sluice valve chamber for above sluice valve (3 No.) as per departmental type design and drawing including supply and fixing of 150 mm x 150 mm size C.I. surface box including locking arrangement. Construction of washout/overflow chamber as per departmental type design and drawing. Construction of P.C.C. floor & drain and all other necessary
-
-
-
work as per departmental type drawing and design. All exterior surface of OHT to be given three coats of approved exterior cement paint such as Berger/ narolac / Asian/Apex Ultima to give a smooth and even shade including painting of the pipe system above apron level along with the clamps in three coats with approved synthetic paints. including supply of all labour material T & P necessory Scafolding etc. complete. Testing & Commission etc. all complete work. Testing of bearing capacity of soil from a reorganized Govt. Engineering college or as directed by department.
-
-
-
CONSTRUCTION OF OHT 500 KL CAPACITY /20 M STAGNIG FOR ZONE -5
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-
-
Supply of all the materials, labour T&P for construction of 1250 KL capacity/ 22m staging R.C.C. Over head tank (confirming to IS 3370 (part 1) : 2009, IS 3370 (Part 2): 2009, IS 3370 (Part 3) : 1967, IS 3370 (Part 4) : 1967 specification) along with main components, including cost of soil testing. All components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456 or its latest revision.Minimum depth of foundation below original ground level will be 2.0 M.Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.The assumed bearing capacity of soil has been taken as 8 M.T. sqm. 1 m wide RCC stair case from ground level to balcony. M.S. ladder made of 50 x 50 x 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to be top dome resting on an RCC plateform (75 x 75 cm and 10 cm thick) projecting from top ring beam and one alluminimum ladder inside thw tank body (from manhole in top dome to bootom dome).1 m wide RCC balcony around the tank at the junction point of vertical wall and conical wall. Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, around the balcony at each landing from landing with top ring beam up to manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 x 50 x 6 mm M.S. angle section, spaced at intervals not more than 1.5 m. Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of ventilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality along with expended mantled jail. Lightening conductor as per I.S.S. 2309 of its latest amendments
1
6584089
6584089
of latest electricity rules. It should consist proper elevation rod with 5 of more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. C.I. manhole of min 60 x 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3 mm thickness hinged with locking arrangement. This manhole should be fixed at top dome at proper place. Supply of fixing, jointing of following size of D.I. D/F pipes with D.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 including other appurtenant work and excavation in all types of soil. Inlet pipe 200 mm, Outlet pipe 300 mm, Overflow pipe 200 mm & Washout pipe 100 mm Supply and fixing of following sizes C.I. D/F sluice valves with Gear opreated as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete.Inlet pipe 200 mm - 1 No., Outlet pipe 300 mm (Gear Operated) - 1 No., Washout pipe 100 mm - 1 No. Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should support on the raft and not on the soil. Construction of Masonary type sluice valve chamber for above sluice valve (3 No.) as per departmental type design and drawing including supply and fixing of 150 mm x 150 mm size C.I. surface box including locking arrangement. Construction of washout/overflow chamber as per departmental type design and drawing. Construction of P.C.C. floor & drain and all other necessary
-
-
-
work as per departmental type drawing and design. All exterior surface of OHT to be given three coats of approved exterior cement paint such as Berger/ narolac / Asian/Apex Ultima to give a smooth and even shade including painting of the pipe system above apron level along with the clamps in three coats with approved synthetic paints. including supply of all labour material T & P necessory Scafolding etc. complete. Testing & Commission etc. all complete work. Testing of bearing capacity of soil from a reorganized Govt. Engineering college or as directed by department.
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-
-
Construction of MCS Cum SCADA Room as per direction of Engineer in Charge.
1
900000
900000
E & M BOQ
-
-
-
For Zone- 01 (Rebore Tubewell-02 Nos 1000 LPM )
-
-
-
Transportation of Rig Machine & its T&P/equipment's to the site of work including loading & unloading, baricating, erection & dismantling etc.
2
59577
29788.64
Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc.
2
51628
25814.39
Transportation of OP Unit and its T&P including loading & unloading. erection &
dismantling etc.
2
81818
40909.24
Transportation of Tubewell assembly including loading & unloading. erection &
dismantling etc.
2
54691
27345.75
Drilling of Bore (Including water arrangement)
-
-
-
Logging of Bore
2
32814
16407.45
Drilling of 600mm dia bore from G.L. to 65 m BGL.
130
271360
2087.39
Drilling of 500mm dia bore from 65 m BGL to 100m BGL.
70
123146
1759.24
Drilling of 500mm dia bore from 101 m BGL to 200m BGL.
200
412010
2060.05
Drilling of 500mm dia bore from 201 m BGL to 300m BGL.
200
510454
2552.27
Drilling of 500mm dia bore from 301m BGL to 420m BGL.
240
739428
3080.95
Welding and lowering of TW Assembly (including electrodes welding set and generator etc. required for completion of work) as per following : Lowering of 300mm X 200mm dia (tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 150m BGL.
-
-
-
Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60 m BGL.
120
40471
337.26
Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 60 m BGL to 100m BGL.
80
18230
227.88
Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 101 m BGL to 200m BGL.
200
56514
282.57
Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 201 m BGL to 300m BGL.
200
65630
328.15
Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 301m BGL to 380m BGL.
160
59796
373.73
Supply including loading & unloading of TW assembly of MSERW pipe.
-
-
-
300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 150mm dia M.S reducer 16mm thick, 1 no M.S. well cap 12mm thick ,required M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc complete in all respect .
120
589246
4910.39
200mm dia MSERW 7.1mm thick plain /slotted pipe including with required M.S ring 100X12mm thick , 1 no M.S. bail plug , required center guide etc comp in all respect.
640
2173657
3396.34
Supply of Pea Gravel Size 1.6mm to 4.80mm of Lalkuwan quarry duly screened , washed and proper stacking at site.
250
1367287
5469.15
Development of "Tubewell
-
-
-
Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.
2
10938
5469.15
By Air compressor of 600 PSI capacity including T&P, labour and material required for completion of work.
120
425499
3545.83
Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.
2
10938
5469.15
By 3 Cusec OP Unit or Sutaible capacity including T&P, labour and material required for completion of work.
240
170637
710.99
Chemical and bacteriological test
2
4561
2280.64
Supply, Inatallation, Commissioning & Testing of Pumping Plant, Chlorinating Plant & Stabilizer - 2 SET (For one pumping plant for Rebore and one for old TW)
-
-
-
1000 LPM, 50 m head (or suitable head as per site condition and direction of engineer in charge) 2900rpm submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) along with Main piping and valves of 150 MM dia 5.4 mm thick M.S. column pipe 30m (or suitable length as per site condition and direction of engineer in charge) , D/F Pipe 1.0m long 01 No., D/F Pipe 1.5m long 02 No., D/F Bend 01 No., A/F Tee, 01 No., D/F Reflex Valve 1No., Enlarger / Reducer 1 No, Gauges with air line fittings, Earthing material, tool kit, 2 Ton Chain pully block, SCADA Compatable Chlorinating Systeme, Internal Electrification of pump house,Supply & Installation of sutable size armoured cable including lugs itc. Complete works & Painting etc. spare column pipe heavy duty 2no
2
804803
402401.83
Fully automatic Servo Voltage Stabilizer having (30 KVA or suitable capacity as per actual site requirements and as per direction of Engineer in Charge) fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 90-150 V output voltage 360 - 440 V with T/F oil ,power cable & earthing etc.complete in all respect.
2
262519
131259.6
Armoured Cable as per Requirement with laying and Installation
400
455764
1139.41
CE / UL certified Intelligent smart energy meter
2
45576
22788.13
Motor Operated Actuator with Sluice Valve (150mm)
4
328149
82037.25
CE / UL certified Electromagnetic flowmeter of size:150mm
2
273457
136728.75
Digital Soft starter (22.5 KW (or suitable size as per site condition and direction of engineer in charge)
2
127613
63806.75
Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (100 Amps)
2
82037
41018.63
CE / UL certified Hydrostatatic type sub soil water level transmitter
2
218766
109383
CE / UL certified Pressure Transmitter
2
91152
45576.25
Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse and OHT
2
109383
54691.5
Fully Automation of T/W through SCADA complete in all respect including mobile based app development and interconnection with MCS and Central Control Room Lucknow
2
893475
446737.5
Required Equipment to be installed at OHT Zone-1
-
-
-
Motor operated Sluice Valve with Actuator 300 mm Size
1
195977
195977.88
Electromagnetic Flowmeter of 300 mm Size
1
236996
236996.5
Cost of Cutting of outlet pipe and installation of flowmeter
1
27345
27345.75
Trial & Run of pumping plant
-
-
-
Three Month Trial & Run, handing over of T/W, Pumping plant, accessories with Sodium hypochloride solution, vehicle, watch & ward .
2
134279
67139.61
SUPPLY ,INSTALLATION TESTING & COMMISSIONING OF SCADA FOR Rebore T/W & OHT
-
-
-
Automation of OHT including automation of interconnected tubewells, Level sensors etc.
1
108300
108300
For Zone- 02 (New Tubewell-03 Nos 1000 LPM)
-
-
-
Transportation of Rig Machine & its T&P/equipment's to the site of work including loading & unloading, baricating, erection & dismantling etc.
3
89365
29788.64
Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc.
3
77443
25814.39
Transportation of OP Unit and its T&P including loading & unloading. erection &
dismantling etc.
3
122727
40909.24
Transportation of Tubewell assembly including loading & unloading. erection &
dismantling etc.
3
82037
27345.75
Drilling of Bore (Including water arrangement)
-
-
-
Logging of Bore
3
49222
16407.45
Drilling of 600mm dia bore from G.L. to 65 m BGL.
195
407041
2087.39
Drilling of 500mm dia bore from 65 m BGL to 100m BGL.
105
184720
1759.24
Drilling of 500mm dia bore from 101 m BGL to 200m BGL.
300
618015
2060.05
Drilling of 500mm dia bore from 201 m BGL to 300m BGL.
300
765681
2552.27
Drilling of 500mm dia bore from 301m BGL to 420m BGL.
360
1109142
3080.95
Welding and lowering of TW Assembly (including electrodes welding set and generator etc. required for completion of work) as per following : Lowering of 300mm X 200mm dia (tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 150m BGL.
-
-
-
Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60 m BGL.
180
60706
337.26
Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 60 m BGL to 100m BGL.
120
27345
227.88
Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 101 m BGL to 200m BGL.
300
84771
282.57
Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 201 m BGL to 300m BGL.
300
98445
328.15
Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 301m BGL to 380m BGL.
240
89695
373.73
Supply including loading & unloading of TW assembly of MSERW pipe.
-
-
-
300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 150mm dia M.S reducer 16mm thick, 1 no M.S. well cap 12mm thick ,required M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc complete in all respect .
180
883870
4910.39
200mm dia MSERW 7.1mm thick plain /slotted pipe including with required M.S ring 100X12mm thick , 1 no M.S. bail plug , required center guide etc comp in all respect.
960
3260486
3396.34
Supply of Pea Gravel Size 1.6mm to 4.80mm of Lalkuwan quarry duly screened , washed and proper stacking at site.
375
2050931
5469.15
Development of "Tubewell
-
-
-
Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.
3
16407
5469.15
By Air compressor of 600 PSI capacity including T&P, labour and material required for completion of work.
180
638249
3545.83
Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.
3
16407
5469.15
By 3 Cusec OP Unit or Sutaible capacity including T&P, labour and material required for completion of work.
360
255956
710.99
Chemical and bacteriological test
3
6841
2280.64
Supply, Inatallation, Commissioning & Testing of Pumping Plant, Chlorinating Plant & Stabilizer - 2 SET (For one pumping plant for Rebore and one for old TW)
-
-
-
1000 LPM, 50 m head (or suitable head as per site condition and direction of engineer in charge) 2900rpm submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) along with Main piping and valves of 150 MM dia 5.4 mm thick M.S. column pipe 30m (or suitable length as per site condition and direction of engineer in charge) , D/F Pipe 1.0m long 01 No., D/F Pipe 1.5m long 02 No., D/F Bend 01 No., A/F Tee, 01 No., D/F Reflex Valve 1No., Enlarger / Reducer 1 No, Gauges with air line fittings, Earthing material, tool kit, 2 Ton Chain pully block, SCADA Compatable Chlorinating Systeme, Internal Electrification of pump house,Supply & Installation of sutable size armoured cable including lugs itc. Complete works & Painting etc. spare column pipe heavy duty 2no
3
1228863
409621.1
Fully automatic Servo Voltage Stabilizer having (30 KVA or suitable capacity as per actual site requirements and as per direction of Engineer in Charge) fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 90-150 V output voltage 360 - 440 V with T/F oil ,power cable & earthing etc.complete in all respect.
3
481285
160428.4
Armoured Cable as per Requirement with laying and Installation
480
240422
500.88
CE / UL certified Intelligent smart energy meter
3
68364
22788.13
Motor Operated Actuator with Sluice Valve (150mm)
6
492223
82037.25
CE / UL certified Electromagnetic flowmeter of size:150mm
3
410186
136728.75
Digital Soft starter (22.5 KW (or suitable size as per site condition and direction of engineer in charge)
3
232438
77479.63
Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (125 Amps)
3
136728
45576.25
CE / UL certified Hydrostatatic type sub soil water level transmitter
3
328149
109383
CE / UL certified Pressure Transmitter
3
136728
45576.25
Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse and OHT
3
164074
54691.5
Fully Automation of T/W through SCADA complete in all respect including mobile based app development and interconnection with MCS and Central Control Room Lucknow
3
1340212
446737.5
Required Equipment to be installed at OHT Zone-2
-
-
-
Motor operated Sluice Valve with Actuator 250 mm Size
1
173189
173189.75
Electromagnetic Flowmeter of 250 mm Size
1
205093
205093.13
Cost of Cutting of outlet pipe and installation of flowmeter
1
27345
27345.75
Trial & Run of pumping plant
-
-
-
Three Month Trial & Run, handing over of T/W, Pumping plant, accessories with Sodium hypochloride solution, vehicle, watch & ward .
3
201418
67139.61
SUPPLY ,INSTALLATION TESTING & COMMISSIONING OF SCADA FOR Rebore T/W & OHT
-
-
-
Automation of OHT including automation of interconnected tubewells, Level sensors etc.
1
108300
108300
For Zone- 03 (New Tubewell-01 Nos 1000 LPM)
-
-
-
Transportation of Rig Machine & its T&P/equipment's to the site of work including loading & unloading, baricating, erection & dismantling etc.
1
29788
29788.64
Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc.
1
25814
25814.39
Transportation of OP Unit and its T&P including loading & unloading. erection &
dismantling etc.
1
40909
40909.24
Transportation of Tubewell assembly including loading & unloading. erection &
dismantling etc.
1
27345
27345.75
Drilling of Bore (Including water arrangement)
-
-
-
Logging of Bore
1
16407
16407.45
Drilling of 600mm dia bore from G.L. to 65 m BGL.
65
135680
2087.39
Drilling of 500mm dia bore from 65 m BGL to 100m BGL.
35
61573
1759.24
Drilling of 500mm dia bore from 101 m BGL to 200m BGL.
100
206005
2060.05
Drilling of 500mm dia bore from 201 m BGL to 300m BGL.
100
255227
2552.27
Drilling of 500mm dia bore from 301m BGL to 420m BGL.
120
369714
3080.95
Welding and lowering of TW Assembly (including electrodes welding set and generator etc. required for completion of work) as per following : Lowering of 300mm X 200mm dia (tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 150m BGL.
-
-
-
Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60 m BGL.
60
20235
337.26
Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 60 m BGL to 100m BGL.
40
9115
227.88
Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 101 m BGL to 200m BGL.
100
28257
282.57
Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 201 m BGL to 300m BGL.
100
32815
328.15
Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 301m BGL to 380m BGL.
80
29898
373.73
Supply including loading & unloading of TW assembly of MSERW pipe.
-
-
-
300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 150mm dia M.S reducer 16mm thick, 1 no M.S. well cap 12mm thick ,required M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc complete in all respect .
60
294623
4910.39
200mm dia MSERW 7.1mm thick plain /slotted pipe including with required M.S ring 100X12mm thick , 1 no M.S. bail plug , required center guide etc comp in all respect.
320
1086828
3396.34
Supply of Pea Gravel Size 1.6mm to 4.80mm of Lalkuwan quarry duly screened , washed and proper stacking at site.
125
683643
5469.15
Development of "Tubewell
-
-
-
Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.
1
5469
5469.15
By Air compressor of 600 PSI capacity including T&P, labour and material required for completion of work.
65
230478
3545.83
Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.
1
5469
5469.15
By 3 Cusec OP Unit or Sutaible capacity including T&P, labour and material required for completion of work.
120
85318
710.99
Chemical and bacteriological test
1
2280
2280.64
Supply, Inatallation, Commissioning & Testing of Pumping Plant, Chlorinating Plant & Stabilizer - 2 SET (For one pumping plant for Rebore and one for old TW)
-
-
-
1000 LPM, 50 m head (or suitable head as per site condition and direction of engineer in charge) 2900rpm submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) along with Main piping and valves of 150 MM dia 5.4 mm thick M.S. column pipe 30m (or suitable length as per site condition and direction of engineer in charge) , D/F Pipe 1.0m long 01 No., D/F Pipe 1.5m long 02 No., D/F Bend 01 No., A/F Tee, 01 No., D/F Reflex Valve 1No., Enlarger / Reducer 1 No, Gauges with air line fittings, Earthing material, tool kit, 2 Ton Chain pully block, SCADA Compatable Chlorinating Systeme, Internal Electrification of pump house,Supply & Installation of sutable size armoured cable including lugs itc. Complete works & Painting etc. spare column pipe heavy duty 2no
1
402401
402401.83
Fully automatic Servo Voltage Stabilizer having (30 KVA or suitable capacity as per actual site requirements and as per direction of Engineer in Charge) fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 90-150 V output voltage 360 - 440 V with T/F oil ,power cable & earthing etc.complete in all respect.
1
131259
131259.6
Armoured Cable as per Requirement with laying and Installation
300
150264
500.88
CE / UL certified Intelligent smart energy meter
1
22788
22788.13
Motor Operated Actuator with Sluice Valve (150mm)
2
164074
82037.25
CE / UL certified Electromagnetic flowmeter of size:150mm
1
136728
136728.75
Digital Soft starter (22.5 KW (or suitable size as per site condition and direction of engineer in charge)
1
63806
63806.75
Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (100 Amps)
1
41018
41018.63
CE / UL certified Hydrostatatic type sub soil water level transmitter
1
109383
109383
CE / UL certified Pressure Transmitter
1
45576
45576.25
Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse and OHT
1
54691
54691.5
Fully Automation of T/W through SCADA complete in all respect including mobile based app development and interconnection with MCS and Central Control Room Lucknow
1
446737
446737.5
Required Equipment to be installed at OHT Zone-3
-
-
-
Motor operated Sluice Valve with Actuator 300 mm Size
1
195977
195977.88
Electromagnetic Flowmeter of 300 mm Size
1
236996
236996.5
Cost of Cutting of outlet pipe and installation of flowmeter
1
27345
27345.75
Trial & Run of pumping plant
-
-
-
Three Month Trial & Run, handing over of T/W, Pumping plant, accessories with Sodium hypochloride solution, vehicle, watch & ward .
1
67139
67139.61
SUPPLY ,INSTALLATION TESTING & COMMISSIONING OF SCADA FOR Rebore T/W & OHT
-
-
-
Automation of OHT including automation of interconnected tubewells, Level sensors etc.
1
110580
110580
For Zone- 04 (New Tubewell-01 Nos 1000 LPM)
-
-
-
Transportation of Rig Machine & its T&P/equipment's to the site of work including loading & unloading, baricating, erection & dismantling etc.
1
29788
29788.64
Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc.
1
25814
25814.39
Transportation of OP Unit and its T&P including loading & unloading. erection &
dismantling etc.
1
40909
40909.24
Transportation of Tubewell assembly including loading & unloading. erection &
dismantling etc.
1
27345
27345.75
Drilling of Bore (Including water arrangement)
-
-
-
Barricading
1
4557
4557.63
Logging of Bore
1
16407
16407.45
Drilling of 600mm dia bore from G.L. to 65 m BGL.
65
135680
2087.39
Drilling of 500mm dia bore from 65 m BGL to 100m BGL.
35
61573
1759.24
Drilling of 500mm dia bore from 101 m BGL to 200m BGL.
100
206005
2060.05
Drilling of 500mm dia bore from 201 m BGL to 300m BGL.
100
255227
2552.27
Drilling of 500mm dia bore from 301m BGL to 420m BGL.
120
369714
3080.95
Welding and lowering of TW Assembly (including electrodes welding set and generator etc. required for completion of work) as per following : Lowering of 300mm X 200mm dia (tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 150m BGL.
-
-
-
Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60 m BGL.
60
20235
337.26
Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 60 m BGL to 100m BGL.
40
9115
227.88
Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 101 m BGL to 200m BGL.
100
28257
282.57
Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 201 m BGL to 300m BGL.
100
32815
328.15
Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 301m BGL to 380m BGL.
80
29898
373.73
Supply including loading & unloading of TW assembly of MSERW pipe.
-
-
-
300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 150mm dia M.S reducer 16mm thick, 1 no M.S. well cap 12mm thick ,required M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc complete in all respect .
60
294623
4910.39
200mm dia MSERW 7.1mm thick plain /slotted pipe including with required M.S ring 100X12mm thick , 1 no M.S. bail plug , required center guide etc comp in all respect.
320
1086828
3396.34
Supply of Pea Gravel Size 1.6mm to 4.80mm of Lalkuwan quarry duly screened , washed and proper stacking at site.
125
683643
5469.15
Development of "Tubewell
-
-
-
Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.
1
5469
5469.15
By Air compressor of 600 PSI capacity including T&P, labour and material required for completion of work.
65
230478
3545.83
Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.
1
5469
5469.15
By 3 Cusec OP Unit or Sutaible capacity including T&P, labour and material required for completion of work.
120
85318
710.99
Chemical and bacteriological test
1
2280
2280.64
Supply, Inatallation, Commissioning & Testing of Pumping Plant, Chlorinating Plant & Stabilizer - 2 SET (For one pumping plant for Rebore and one for old TW)
-
-
-
1000 LPM, 55 m head (or suitable head as per site condition and direction of engineer in charge) 2900rpm submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) along with Main piping and valves of 150 MM dia 5.4 mm thick M.S. column pipe 30m (or suitable length as per site condition and direction of engineer in charge) , D/F Pipe 1.0m long 01 No., D/F Pipe 1.5m long 02 No., D/F Bend 01 No., A/F Tee, 01 No., D/F Reflex Valve 1No., Enlarger / Reducer 1 No, Gauges with air line fittings, Earthing material, tool kit, 2 Ton Chain pully block, SCADA Compatable Chlorinating Systeme, Internal Electrification of pump house,Supply & Installation of sutable size armoured cable including lugs itc. Complete works & Painting etc. spare column pipe heavy duty 2no
1
409621
409621.1
Fully automatic Servo Voltage Stabilizer having (30 KVA or suitable capacity as per actual site requirements and as per direction of Engineer in Charge) fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 90-150 V output voltage 360 - 440 V with T/F oil ,power cable & earthing etc.complete in all respect.
1
160428
160428.4
Armoured Cable as per Requirement with laying and Installation
280
140246
500.88
CE / UL certified Intelligent smart energy meter
1
22788
22788.13
Motor Operated Actuator with Sluice Valve (150mm)
2
164074
82037.25
CE / UL certified Electromagnetic flowmeter of size:150mm
1
136728
136728.75
Digital Soft starter (22.5 KW (or suitable size as per site condition and direction of engineer in charge)
1
77479
77479.63
Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (125 Amps)
1
45576
45576.25
CE / UL certified Hydrostatatic type sub soil water level transmitter
1
109383
109383
CE / UL certified Pressure Transmitter
1
45576
45576.25
Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse and OHT
1
54691
54691.5
Fully Automation of T/W through SCADA complete in all respect including mobile based app development and interconnection with MCS and Central Control Room Lucknow
1
446737
446737.5
Required Equipment to be installed at OHT Zone-4
-
-
-
Motor operated Sluice Valve with Actuator 200 mm Size
1
136728
136728.75
Electromagnetic Flowmeter of 200 mm Size
1
173189
173189.75
Cost of Cutting of outlet pipe and installation of flowmeter
1
22788
22788.13
Trial & Run of pumping plant
-
-
-
Three Month Trial & Run, handing over of T/W, Pumping plant, accessories with Sodium hypochloride solution, vehicle, watch & ward .
1
67139
67139.61
SUPPLY ,INSTALLATION TESTING & COMMISSIONING OF SCADA FOR Rebore T/W & OHT
-
-
-
Automation of OHT including automation of interconnected tubewells, Level sensors etc.
1
108300
108300
For Zone- 05 (New Tubewell-01 Nos 1000 LPM)
-
-
-
Transportation of Rig Machine & its T&P/equipment's to the site of work including loading & unloading, baricating, erection & dismantling etc.
1
29788
29788.64
Transportation of Air Compressor and its T&P including loading & unloading, erection & dismantling etc.
1
25814
25814.39
Transportation of OP Unit and its T&P including loading & unloading. erection &
dismantling etc.
1
40909
40909.24
Transportation of Tubewell assembly including loading & unloading. erection &
dismantling etc.
1
27345
27345.75
Drilling of Bore (Including water arrangement)
-
-
-
Logging of Bore
1
16407
16407.45
Drilling of 600mm dia bore from G.L. to 65 m BGL.
65
135680
2087.39
Drilling of 500mm dia bore from 65 m BGL to 100m BGL.
35
61573
1759.24
Drilling of 500mm dia bore from 101 m BGL to 200m BGL.
100
206005
2060.05
Drilling of 500mm dia bore from 201 m BGL to 300m BGL.
100
255227
2552.27
Drilling of 500mm dia bore from 301m BGL to 420m BGL.
120
369714
3080.95
Welding and lowering of TW Assembly (including electrodes welding set and generator etc. required for completion of work) as per following : Lowering of 300mm X 200mm dia (tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 150m BGL.
-
-
-
Lowering of 300mm dia MSERW 7.1mm thick plain pipe from GL to 60 m BGL.
60
20235
337.26
Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 60 m BGL to 100m BGL.
40
9115
227.88
Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 101 m BGL to 200m BGL.
100
28257
282.57
Lowering of 200mm die MSERW plain/slotted pipe 7.1mm thick from 201 m BGL to 300m BGL.
100
32815
328.15
Lowering of 200mm dia MSERW plain/slotted pipe 7.1mm thick from 301m BGL to 380m BGL.
80
29898
373.73
Supply including loading & unloading of TW assembly of MSERW pipe.
-
-
-
300mm dia size MSERW housing pipe 7.1mm thick including with 1 no 300 X 150mm dia M.S reducer 16mm thick, 1 no M.S. well cap 12mm thick ,required M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc complete in all respect .
60
294623
4910.39
200mm dia MSERW 7.1mm thick plain /slotted pipe including with required M.S ring 100X12mm thick , 1 no M.S. bail plug , required center guide etc comp in all respect.
320
1086828
3396.34
Supply of Pea Gravel Size 1.6mm to 4.80mm of Lalkuwan quarry duly screened , washed and proper stacking at site.
125
683643
5469.15
Development of "Tubewell
-
-
-
Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.
1
5469
5469.15
By Air compressor of 600 PSI capacity including T&P, labour and material required for completion of work.
65
230478
3545.83
Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.
1
5469
5469.15
By 3 Cusec OP Unit or Sutaible capacity including T&P, labour and material required for completion of work.
100
71099
710.99
Chemical and bacteriological test
1
2280
2280.64
Supply, Inatallation, Commissioning & Testing of Pumping Plant, Chlorinating Plant & Stabilizer - 2 SET (For one pumping plant for Rebore and one for old TW)
-
-
-
1000 LPM, 50 m head (or suitable head as per site condition and direction of engineer in charge) 2900rpm submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) along with Main piping and valves of 150 MM dia 5.4 mm thick M.S. column pipe 30m (or suitable length as per site condition and direction of engineer in charge) , D/F Pipe 1.0m long 01 No., D/F Pipe 1.5m long 02 No., D/F Bend 01 No., A/F Tee, 01 No., D/F Reflex Valve 1No., Enlarger / Reducer 1 No, Gauges with air line fittings, Earthing material, tool kit, 2 Ton Chain pully block, SCADA Compatable Chlorinating Systeme, Internal Electrification of pump house,Supply & Installation of sutable size armoured cable including lugs itc. Complete works & Painting etc. spare column pipe heavy duty 2no
1
402401
402401.83
Fully automatic Servo Voltage Stabilizer having (30 KVA or suitable capacity as per actual site requirements and as per direction of Engineer in Charge) fully copper winding 3- phase A.C. Supply 50 Hz.input voltage 90-150 V output voltage 360 - 440 V with T/F oil ,power cable & earthing etc.complete in all respect.
1
131259
131259.6
Armoured Cable as per Requirement with laying and Installation
202
101177
500.88
CE / UL certified Intelligent smart energy meter
1
22788
22788.13
Motor Operated Actuator with Sluice Valve (150mm)
2
164074
82037.25
CE / UL certified Electromagnetic flowmeter of size:150mm
1
136728
136728.75
Digital Soft starter (22.5 KW (or suitable size as per site condition and direction of engineer in charge)
1
63806
63806.75
Auto phase reversal unit with inbuilt time delay & enclosure conforming to IEC: 60947-1 & IEC:60947-b-1) (100 Amps)
1
41018
41018.63
CE / UL certified Hydrostatatic type sub soil water level transmitter
1
109383
109383
CE / UL certified Pressure Transmitter
1
45576
45576.25
Complete Cabling for tubewell including all power & control cables of all equipment at pumphouse and OHT
1
54691
54691.5
Fully Automation of T/W through SCADA complete in all respect including mobile based app development and interconnection with MCS and Central Control Room Lucknow
1
446737
446737.5
Required Equipment to be installed at OHT Zone-5
-
-
-
Motor operated Sluice Valve with Actuator 250 mm Size
1
173189
173189.75
Electromagnetic Flowmeter of 250 mm Size
1
205093
205093.13
Cost of Cutting of outlet pipe and installation of flowmeter
1
27345
27345.75
Trial & Run of pumping plant
-
-
-
Three Month Trial & Run, handing over of T/W, Pumping plant, accessories with Sodium hypochloride solution, vehicle, watch & ward .
1
72811
72811.22
SUPPLY ,INSTALLATION TESTING & COMMISSIONING OF SCADA FOR Rebore T/W & OHT
-
-
-
Automation of OHT including automation of interconnected tubewells, Level sensors etc.
1
108300
108300
SUPPLY ,INSTALLATION TESTING & COMMISSIONING OF SCADA MCS (MASTER CONROL STATION) FOR ZONE- 01 TO 5
-
-
-
SCADA MCS (MASTER CONROL STATION) Complete in all respect.
1
1660600
1660600
Evaluation Notes How It Works ?
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