UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date10 Feb 2024
Closing Date8 Mar 2024
Tender Amount₹ 14,99,41,000
Costs
EMD
₹ 14,99,000Document Cost
₹ 23,600Tender Fee
Refer Documents
Summary
Surveying, Soil Investigation, I Design And Supply Of All I Materials, Labour, T&p Etc, I Complete Required For Proper I Completion Of Following I Works Of "khadda Nagar I Panchayat Water Supply ]
Description
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Contact
Tender Id
2024_UPJNM_894171_1Bid Award Id
ViewTender No
2024_UPJNM_894171_1Tender 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 of 200 mm dia P.V.C. pipe as per latest / relevant I.S. specification including all taxes and insurance etc.F.O.R. destination for disposal of water from overflow and washout chamber to suitable point outside the water works compound including excavation of trenches.laying of pipe line etc.complete.
20
12680
634.04
RISING MAIN
-
-
-
Excavation in trenchess in ordinary soil (loam, clay of sand) for depth 0-1.5 mbelow ground level for laying water lines. including cutting of joints pits, trimming, dressings, leveling, refilling of trenches in 20 cm layers, watering and ramming the same including removal of surplus earth and other dismantled materials, upto a distance of 50m from the center of trenches and stacking of serviciable material also upto satisfaction of engineer in charge.(for distribution and rising main)
1177.32
261565
222.17
Supply,carting from store upto site of work, laying in true to alignment & gradient in trenches, with its specials including supplying and fixing of C.I.D/F specials required and testing of the following size and type of pipes after laying,specials and all jointing materials etc.including F.O.R. destination, insurance and with loading, unloading and stacking etc. complete in all respect upto satisfaction of engineer in charge.
-
-
-
150 mm dia D.I.-K-9. ( rising main) for zone-1
1365
2800256
2051.47
Supply, carting upto site, loading unloading, fixing in position true to alingment including all jointing material, specials, nut-bolts etc., rubber insertion white lead,valves of following size of C.I.D./F. Sluice valves as per ISS 780 class I, working pressure 10 kg/cm2, and its accesories as per latest I.S. specification including F.O.R. destination, all taxes, labour, material T&P etc complete in all respect, insurance for proper completion of work upto safisfaction of engineer in charge.
-
-
-
150 mm dia Sluice valve
4
134232
33558.06
Supplying and constructing following types of chambers as per approved design and drawing including all labour, material T&P etc complete in all respect upto satisfaction of engineer in charge.
-
-
-
Sluice valve chamber (masonary Type)
4
91728
22932.05
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.(for thrust block)
3.2
32425
10132.89
Mild steel or iron work in R.C.C. wrought to required shape as necessary size including cutting, bending for proper completion of the work including supply of steel & wastage etc.
169.85
15193
89.45
Dismanting of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials , including all labour material T&P etc complete in all respect.( in case of theft of sericiable material it will be the responsibility of the contraactor).
-
-
-
(ii) Bituminous surface
392.6
83815
213.49
Reinstatement of following type of road surface with old ( serviciable material) and new materials as per detailed scope of work and technical spefication including supply of all materials, labour, T&P etc. required for proper completion of the work upto satisfaction of engineer in charge. ( in case of any type of settlement upto minimum one rainy season contractor will have to reinstate it again for which no extra payment will be done).
-
-
-
(ii) Bituminous surface
392.6
676226
1722.43
Pump House (Zone- I )
-
-
-
Provide all materials, labour, T&P etc. complete and constructed pump house of size (3.0X3.60) cum chlorinating room of size (1.80X2.60) as per departmental type design and drawing
2
972933
486466.5
Add extra for extra height of plinth in m.
0.3
30656
102186.75
Provide all materials, labour, T&P etc. complete and constructed bye-pass chamber.
2
30512
15256.05
Boundary wall approach road etc
-
-
-
Repairing & painting of Existing boundry wall in zone-I including supply of all labour, materil T&P etc Complete in water works.
1
124383
124383.82
Supplying of all labour, material T&P etc and constructing boundary wall as per departmental type design and drawing at water works upto satisfaction of engineer in charge.
112.8
536828
4759.12
Supply and fixing of 3.6 m wide M.S. gate including construction of pillars as per departmental type design and drawing , one coat of primer and two coat of paint, its all fixures, including all material, labour,T&P etc.required for proper completion of work upto satisfaction of engineer in charge.
2
125118
62559.4
Supplying and constructing Interlocking approach road by using coloured interlocking leveling and dressing of existing ground, filling of local sand in minimum 30 mm thickness,filling of voids by local sand including all materials , labour, T&P etc.complete required for proper completion of work upto satisfaction of engineer in charge.
186
241303
1297.33
Supplying, carting and filling of good earth in campus in maximum 25 cm thick layers, its compaction by roller, watering dressing levelling to achieve minimum 95 % procter density ( to avoid settlemnt of road/ structure) Provide all materials , labour, T&P etc.required for proper completion of works in complete sence upto satisfaction of engineer in charge.(contractor will have to do original and final level survey of earth for which no extra payment will be done)
270
122736
454.58
Supplying and planting plants, shrubs, flowering plants in campus for Arboriculture/Horticulture including , supply of mmanures etc required to complete the jon upto satisfaction of engineer in charge.
2
47975
23987.5
Provision of a C.C Drain at outer side of Boundary wall to dispose of water from water works site.
60
77028
1283.81
Distrbution system
-
-
-
Excavation in trenchess in ordinary soil (loam, clay of sand) for depth 0-1.5 mbelow ground level for laying water lines. including cutting of joints pits, trimming, dressings, leveling, refilling of trenches in 20 cm layers, watering and ramming the same including removal of surplus earth and other dismantled materials, upto a distance of 50m from the center of trenches and stacking of serviciable material also upto satisfaction of engineer in charge.(for distribution and rising main)
10522.97
2337888
222.17
Supply,carting from store upto site of work, laying in true to alignment & gradient in trenches, with ots specials, jointing by electrofusion with coupler and testing of the following size and type of pipes after laying,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 in all respect upto satisfaction of engineer in charge.
-
-
-
250 mm dia D.I.-K-7 PIPE .
323
979571
3032.73
200 mm dia D.I.-K-7 PIPE .
318
738679
2322.89
140 mm dia H.D.E.P PIPE PE 100,PN-6 .
1274
632732
496.65
110 mm dia H.D.E.P PIPE PE 100,PN-6 .
214
69100
322.9
90 mm dia H.D.E.P PIPE PE 100,PN-6 .
11476
2655661
231.41
Supply, carting upto site, loading unloading, fixing in position true to alingment including all jointing material, specials, nut-bolts etc., rubber insertion white lead,valves of following size of C.I.D./F. Sluice valves as per ISS 780 class I, working pressure 10 kg/cm2, and its accesories as per latest I.S. specification including F.O.R. destination, all taxes, labour, material T&P etc complete in all respect, insurance for proper completion of work upto safisfaction of engineer in charge.
-
-
-
250 mm dia Sluice valve
2
153796
76898.49
150 mm dia Sluice valve
1
33558
33558.06
125 mm dia Sluice valve
1
26770
26770.36
80 mm dia Sluice valve
8
128592
16074
80 mm dia Scour valve
1
15165
15165.86
20 mm dia screwed down type air valve
1
3135
3135.62
Supply, carting from store to site, loading unloading and fixing in position including supply of jointing materials such as nuts-boalt, rubber insertion white lead,valves etc. and all specials required for proper completion of work under ground sluice valve type fire hydrant containing 80mm dia sluice valve 80 mm dia tail piece ,80 mm dia duck foot bend, 63 mm dia standard makes iron coupling with cap 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 upto satisfaction of engineer in charge.
1
17603
17603.45
Provide all materials, labour,T&P etc.complete for construction of single tap pillar type stand post as per department type design.
-
-
-
Supplying and constructing following types of chambers as per approved design and drawing including all labour, material T&P etc complete in all respect upto satisfaction of engineer in charge.
-
-
-
Sluice valve chamber (masonary Type)
11
252252
22932.05
Sluice valve chamber (surface box Type)
1
3818
3818.81
Fire Hydrant
1
18230
18230.5
Air Valve Chamber
1
11235
11235.75
Scour Valve Chamber
1
22932
22932.05
Dismanting of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials , including all labour material T&P etc complete in all respect.( in case of theft of sericiable material it will be the responsibility of the contraactor).
-
-
-
(i) C.C.Road
3173
913348
287.85
(ii) Bituminous surface
1533
327278
213.49
(iii) B.O.E. Surface
848
134253
158.32
(iv) Interlocking Surface
2224
377701
169.83
Provision for crossing of nalas, road, culvert and embankments (bundha) etc. including shifting of telephone cables etc.along the alignement of pipe line including supply of C.I.Tyton pipes and specials,and their laying and jointing testing etc.complete in all respect upto satisfaction of engineer in charge.( width of drain/culvert/bundha must be greater than 1 m)
-
-
-
i-Nala Crossing/culvert crossing
15
287850
19190
ii-Road Crossing through trenchless technique (below 200 mm dia pipe)
60
143925
2398.75
iii-Road Crossing through trenchless technique (200mm to 350mm)
32
138168
4317.75
Reinstatement of following type of road surface with old ( serviciable material) and new materials as per detailed scope of work and technical spefication including supply of all materials, labour, T&P etc. required for proper completion of the work upto satisfaction of engineer in charge. ( in case of any type of settlement upto minimum one rainy season contractor will have to reinstate it again for which no extra payment will be done).
-
-
-
i-C.C.Road
3173
5838510
1840.06
ii-Bituminous surface
1533
2577233
1681.17
iii-B.O.E. Surface
848
447235
527.4
iv-Interlocking Surface
2224
1311114
589.53
Making house connection with 20mm(OD) HDPE main with Supply,Carting ,laying , jointing and fixing of the 15 mm (OD) G.I. pipe ,I.S.I. Mark Gunmetal Ferrul , 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 all connection in inside the house and support on wall with suitable clamp as per directed by engineer-in charge including cost of all jointing material, specials, labour,material T&P and its testing etc. complete in all respect upto satisfaction of engineer charge.( contractor will have to submit list of house hold survey for which no extra payment will be done)
-
-
-
90 to 110 mm B.O.E. road
83
310623
3742.45
90 to 110 mm CC road
304
2025102
6661.52
90 to 110 mm Bituminous road
147
1001456
6812.63
90 to 110 mm Interlocking road
212
1084337
5114.8
90 to 110 mm Earthen road
175
569605
3254.89
140 to 160 mm B.O.E. road
30
119469
3982.33
140 to 160 mm CC road
109
752252
6901.4
140 to 160 mm Bituminous road
53
373783
7052.51
140 to 160 mm Interlocking road
76
406954
5354.67
140 to 160 mm Earthen road
61
213180
3494.77
200 to 250 mm B.O.E. road
6
27923
4653.98
200 to 250 mm CC road
22
166607
7573.05
200 to 250 mm Bituminous road
11
84965
7724.16
200 to 250 mm Interlocking road
15
90394
6026.32
200 to 250 mm Earthen road
12
49997
4166.42
Providing all material,labour T&P etc complete for construction of Ground water Recharging unit by rain water from complete water works site in water works campus as per drawing and design etc complete in all respect upto satisfaction of engineer in charge.
1
171462
171462.65
Zone- 2
-
-
-
OHT
-
-
-
Total station survey/DGPS of the project area, construction of level pillars at all important locations, soil investigation, designing (As per relevant seismic zone), supplying all materials, for construction of R.C.C. Over Head Tank following type Capacity and staging above ground level with main components, including cost of all survey, designing, geotechnical investigation, testing ( footing raft/pile will be provided based on actual bearing capacity of soil for contractor is advised to investigate the soil before tendering), with supply of design and drawings and its vetting from any national level Government engineering institute.All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 or as per latest I.S. code with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456. Seismic effects ( seismic zone -IV) 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, ladder 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. Priming and 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 and upto satisfaction of engineer in charge.
-
-
-
800 KL Capacity 20 M staging (Zone-2)
1
9173779
9173779.5
Testing pf sail for foundation of O.H.T. Zone-2
1
143925
143925
Supply of 200 mm dia P.V.C. pipe as per latest / relevant I.S. specification including all taxes and insurance etc.F.O.R. destination for disposal of water from overflow and washout chamber to suitable point outside the water works compound including excavation of trenches.laying of pipe line etc.complete.
20
12680
634.04
RISING MAIN
-
-
-
Excavation in trenchess in ordinary soil (loam, clay of sand) for depth 0-1.5 mbelow ground level for laying water lines. including cutting of joints pits, trimming, dressings, leveling, refilling of trenches in 20 cm layers, watering and ramming the same including removal of surplus earth and other dismantled materials, upto a distance of 50m from the center of trenches and stacking of serviciable material also upto satisfaction of engineer in charge.(for distribution and rising main)
603.76
134137
222.17
Supply,carting from store upto site of work, laying in true to alignment & gradient in trenches, with its specials including supplying and fixing of C.I.D/F specials required and testing of the following size and type of pipes after laying,specials and all jointing materials etc.including F.O.R. destination, insurance and with loading, unloading and stacking etc. complete in all respect upto satisfaction of engineer in charge.
-
-
-
150 mm dia D.I.-K-9. ( rising main) for zone-2
700
1436029
2051.47
Supply, carting upto site, loading unloading, fixing in position true to alingment including all jointing material, specials, nut-bolts etc., rubber insertion white lead,valves of following size of C.I.D./F. Sluice valves as per ISS 780 class I, working pressure 10 kg/cm2, and its accesories as per latest I.S. specification including F.O.R. destination, all taxes, labour, material T&P etc complete in all respect, insurance for proper completion of work upto safisfaction of engineer in charge.
-
-
-
150 mm dia Sluice valve
4
134232
33558.06
Supplying and constructing following types of chambers as per approved design and drawing including all labour, material T&P etc complete in all respect upto satisfaction of engineer in charge.
-
-
-
Sluice valve chamber (masonary Type)
4
91728
22932.05
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.(for thrust block)
3.2
32425
10132.89
Mild steel or iron work in R.C.C. wrought to required shape as necessary size including cutting, bending for proper completion of the work including supply of steel & wastage etc.
182.2
16297
89.45
Dismanting of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials , including all labour material T&P etc complete in all respect.( in case of theft of sericiable material it will be the responsibility of the contraactor).
-
-
-
(ii) Bituminous surface
196.3
41907
213.49
Reinstatement of following type of road surface with old ( serviciable material) and new materials as per detailed scope of work and technical spefication including supply of all materials, labour, T&P etc. required for proper completion of the work upto satisfaction of engineer in charge. ( in case of any type of settlement upto minimum one rainy season contractor will have to reinstate it again for which no extra payment will be done).
-
-
-
(ii) Bituminous surface
196.3
338113
1722.43
Pump House
-
-
-
Provide all materials, labour, T&P etc. complete and constructed pump house of size (3.0X3.60) cum chlorinating room of size (1.80X2.60) as per departmental type design and drawing
2
972933
486466.5
Add extra for extra height of plinth in m.
0.2
20437
102186.75
Provide all materials, labour, T&P etc. complete and constructed bye-pass chamber.
2
30512
15256.05
Boundary wall approach road etc
-
-
-
Supplying of all labour, material T&P etc and constructing boundary wall as per departmental type design and drawing at water works upto satisfaction of engineer in charge.
172.8
822375
4759.12
Supply and fixing of 3.6 m wide M.S. gate including construction of pillars as per departmental type design and drawing , one coat of primer and two coat of paint, its all fixures, including all material, labour,T&P etc.required for proper completion of work upto satisfaction of engineer in charge.
2
125118
62559.4
Supplying and constructing Interlocking approach road by using coloured interlocking leveling and dressing of existing ground, filling of local sand in minimum 30 mm thickness,filling of voids by local sand including all materials , labour, T&P etc.complete required for proper completion of work upto satisfaction of engineer in charge.
129
167355
1297.33
Supplying, carting and filling of good earth in campus in maximum 25 cm thick layers, its compaction by roller, watering dressing levelling to achieve minimum 95 % procter density ( to avoid settlemnt of road/ structure) Provide all materials , labour, T&P etc.required for proper completion of works in complete sence upto satisfaction of engineer in charge.(contractor will have to do original and final level survey of earth for which no extra payment will be done)
450
204561
454.58
Supplying and planting plants, shrubs, flowering plants in campus for Arboriculture/Horticulture including , supply of mmanures etc required to complete the jon upto satisfaction of engineer in charge.
2
47975
23987.5
Provision of a C.C Drain at outer side of Boundary wall to dispose of water from water works site.
45
57771
1283.81
Distrbution system
-
-
-
Excavation in trenchess in ordinary soil (loam, clay of sand) for depth 0-1.5 mbelow ground level for laying water lines. including cutting of joints pits, trimming, dressings, leveling, refilling of trenches in 20 cm layers, watering and ramming the same including removal of surplus earth and other dismantled materials, upto a distance of 50m from the center of trenches and stacking of serviciable material also upto satisfaction of engineer in charge.(for distribution and rising main)
22615
5024374
222.17
Supply,carting from store upto site of work, laying in true to alignment & gradient in trenches, with ots specials, jointing by electrofusion with coupler and testing of the following size and type of pipes after laying,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 in all respect upto satisfaction of engineer in charge.
-
-
-
250 mm dia D.I.-K-7 PIPE .
249
755149
3032.73
200 mm dia D.I.-K-7 PIPE .
1549
3598156
2322.89
160 mm dia H.D.E.P PIPE PE 100,PN-6 .
98
63285
645.77
140 mm dia H.D.E.P PIPE PE 100,PN-6 .
1147
569657
496.65
110 mm dia H.D.E.P PIPE PE 100,PN-6 .
797
257351
322.9
90 mm dia H.D.E.P PIPE PE 100,PN-6 .
25503
5901649
231.41
Supply, carting upto site, loading unloading, fixing in position true to alingment including all jointing material, specials, nut-bolts etc., rubber insertion white lead,valves of following size of C.I.D./F. Sluice valves as per ISS 780 class I, working pressure 10 kg/cm2, and its accesories as per latest I.S. specification including F.O.R. destination, all taxes, labour, material T&P etc complete in all respect, insurance for proper completion of work upto safisfaction of engineer in charge.
-
-
-
200 mm dia Sluice valve
4
223718
55929.69
150 mm dia Sluice valve
1
33558
33558.06
125 mm dia Sluice valve
1
26770
26770.36
80 mm dia Sluice valve
10
160740
16074
80 mm dia Scour valve
1
15165
15165.86
20 mm dia screwed down type air valve
2
6271
3135.62
Supply, carting from store to site, loading unloading and fixing in position including supply of jointing materials such as nuts-boalt, rubber insertion white lead,valves etc. and all specials required for proper completion of work under ground sluice valve type fire hydrant containing 80mm dia sluice valve 80 mm dia tail piece ,80 mm dia duck foot bend, 63 mm dia standard makes iron coupling with cap 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 upto satisfaction of engineer in charge.
1
17603
17603.45
Provide all materials, labour,T&P etc.complete for construction of single tap pillar type stand post as per department type design.
-
-
-
Supplying and constructing following types of chambers as per approved design and drawing including all labour, material T&P etc complete in all respect upto satisfaction of engineer in charge.
-
-
-
Sluice valve chamber (masonary Type)
15
343980
22932.05
Sluice valve chamber (surface box Type)
1
3818
3818.81
Fire Hydrant
1
18230
18230.5
Air Valve Chamber
2
22471
11235.75
Scour Valve Chamber
1
22932
22932.05
Dismanting of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials , including all labour material T&P etc complete in all respect.( in case of theft of sericiable material it will be the responsibility of the contraactor).
-
-
-
(i) C.C.Road
5320
1531362
287.85
(ii) Bituminous surface
2677
571509
213.49
(iii) B.O.E. Surface
1945
307927
158.32
(iv) Interlocking Surface
4891
830638
169.83
Provision for crossing of nalas, road, culvert and embankments (bundha) etc. including shifting of telephone cables etc.along the alignement of pipe line including supply of C.I.Tyton pipes and specials,and their laying and jointing testing etc.complete in all respect upto satisfaction of engineer in charge.( width of drain/culvert/bundha must be greater than 1 m)
-
-
-
i-Nala Crossing/culvert crossing
13
249470
19190
ii-Road Crossing through trenchless technique (below 200 mm dia pipe)
72
172710
2398.75
iii-Road Crossing through trenchless technique (200mm to 350mm)
40
172710
4317.75
Reinstatement of following type of road surface with old ( serviciable material) and new materials as per detailed scope of work and technical spefication including supply of all materials, labour, T&P etc. required for proper completion of the work upto satisfaction of engineer in charge. ( in case of any type of settlement upto minimum one rainy season contractor will have to reinstate it again for which no extra payment will be done).
-
-
-
i-C.C.Road
5320
9789119
1840.06
ii-Bituminous surface
2677
4500492
1681.17
iii-B.O.E. Surface
1945
1025793
527.4
iv-Interlocking Surface
4891
2883391
589.53
Making house connection with 20mm(OD) HDPE main with Supply,Carting ,laying , jointing and fixing of the 15 mm (OD) G.I. pipe ,I.S.I. Mark Gunmetal Ferrul , 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 all connection in inside the house and support on wall with suitable clamp as per directed by engineer-in charge including cost of all jointing material, specials, labour,material T&P and its testing etc. complete in all respect upto satisfaction of engineer charge.( contractor will have to submit list of house hold survey for which no extra payment will be done)
-
-
-
90 to 110 mm B.O.E. road
126
471548
3742.45
90 to 110 mm CC road
363
2418131
6661.52
90 to 110 mm Bituminous road
182
1239898
6812.63
90 to 110 mm Interlocking road
335
1713458
5114.8
90 to 110 mm Earthen road
391
1272661
3254.89
140 to 160 mm B.O.E. road
45
179204
3982.33
140 to 160 mm CC road
130
897182
6901.4
140 to 160 mm Bituminous road
65
458413
7052.51
140 to 160 mm Interlocking road
120
642560
5354.67
140 to 160 mm Earthen road
139
485773
3494.77
200 to 250 mm B.O.E. road
9
41885
4653.98
200 to 250 mm CC road
26
196899
7573.05
200 to 250 mm Bituminous road
13
100414
7724.16
200 to 250 mm Interlocking road
24
144631
6026.32
200 to 250 mm Earthen road
28
116659
4166.42
Staff quarter
-
-
-
Providing all material, labour T&P etc complete and construction of one set of staff quarter for operator and chaukidar as per departmental type design and drawing. Upto satisfaction of engineer in charge.
1
1782751
1782751
Add for raise of extra 0.5 m height of plinth of the departmental type design and drawing.
-
-
-
Scada building
-
-
-
Providing, Designing,constructing one no. SCADA Building including all material, labour T&P etc complete for proper setup of all equipments to run complete scada system with sitting arrangement for operator as per detailed scope of work and technical specification with type design and drawing complete in all respect Upto satisfaction of engineer in charge.
1
1423130
1423130.4
Rain water Harvesting and ground water recharging pit including rain water tapping arrangement from roof
-
-
-
Providing all material,labour T&P etc complete for construction of Ground water Recharging unit by rain water from complete water works site in water works campus as per drawing and design etc complete in all respect upto satisfaction of engineer in charge.
1
171462
171462.65
Zone- 3
-
-
-
OHT
-
-
-
Total station survey/DGPS of the project area, construction of level pillars at all important locations, soil investigation, designing (As per relevant seismic zone), supplying all materials, for construction of R.C.C. Over Head Tank following type Capacity and staging above ground level with main components, including cost of all survey, designing, geotechnical investigation, testing ( footing raft/pile will be provided based on actual bearing capacity of soil for contractor is advised to investigate the soil before tendering), with supply of design and drawings and its vetting from any national level Government engineering institute.All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 or as per latest I.S. code with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456. Seismic effects ( seismic zone -IV) 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, ladder 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. Priming and 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 and upto satisfaction of engineer in charge.
-
-
-
300 KL Capacity 18 M staging (Zone-3)
1
4605600
4605600
Testing pf sail for foundation of O.H.T. Zone-3
1
143925
143925
Supply of 200 mm dia P.V.C. pipe as per latest / relevant I.S. specification including all taxes and insurance etc.F.O.R. destination for disposal of water from overflow and washout chamber to suitable point outside the water works compound including excavation of trenches.laying of pipe line etc.complete.
20
12680
634.04
RISING MAIN
-
-
-
Excavation in trenchess in ordinary soil (loam, clay of sand) for depth 0-1.5 mbelow ground level for laying water lines. including cutting of joints pits, trimming, dressings, leveling, refilling of trenches in 20 cm layers, watering and ramming the same including removal of surplus earth and other dismantled materials, upto a distance of 50m from the center of trenches and stacking of serviciable material also upto satisfaction of engineer in charge.(for distribution and rising main)
546.7
121460
222.17
Supply,carting from store upto site of work, laying in true to alignment & gradient in trenches, with its specials including supplying and fixing of C.I.D/F specials required and testing of the following size and type of pipes after laying,specials and all jointing materials etc.including F.O.R. destination, insurance and with loading, unloading and stacking etc. complete in all respect upto satisfaction of engineer in charge.
-
-
-
100 mm dia D.I.-K-9. ( rising main) for zone-3
710
1022229
1439.76
Supply, carting upto site, loading unloading, fixing in position true to alingment including all jointing material, specials, nut-bolts etc., rubber insertion white lead,valves of following size of C.I.D./F. Sluice valves as per ISS 780 class I, working pressure 10 kg/cm2, and its accesories as per latest I.S. specification including F.O.R. destination, all taxes, labour, material T&P etc complete in all respect, insurance for proper completion of work upto safisfaction of engineer in charge.
-
-
-
100 mm dia Sluice valve
4
89096
22274.18
Supplying and constructing following types of chambers as per approved design and drawing including all labour, material T&P etc complete in all respect upto satisfaction of engineer in charge.
-
-
-
Sluice valve chamber (masonary Type)
4
91728
22932.05
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.(for thrust block)
2.74
27764
10132.89
Mild steel or iron work in R.C.C. wrought to required shape as necessary size including cutting, bending for proper completion of the work including supply of steel & wastage etc.
167.34
14968
89.45
Dismanting of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials , including all labour material T&P etc complete in all respect.( in case of theft of sericiable material it will be the responsibility of the contraactor).
-
-
-
(ii) Bituminous surface
169.1
36100
213.49
Reinstatement of following type of road surface with old ( serviciable material) and new materials as per detailed scope of work and technical spefication including supply of all materials, labour, T&P etc. required for proper completion of the work upto satisfaction of engineer in charge. ( in case of any type of settlement upto minimum one rainy season contractor will have to reinstate it again for which no extra payment will be done).
-
-
-
(ii) Bituminous surface
169.1
291262
1722.43
Pump House
-
-
-
Provide all materials, labour, T&P etc. complete and constructed pump house of size (3.0X3.60) cum chlorinating room of size (1.80X2.60) as per departmental type design and drawing
2
838603
419301.5
Add extra for extra height of plinth in m.
0.2
15601
78007.35
Provide all materials, labour, T&P etc. complete and constructed bye-pass chamber.
2
30512
15256.05
Boundary wall approach road etc
-
-
-
Supplying of all labour, material T&P etc and constructing boundary wall as per departmental type design and drawing at water works upto satisfaction of engineer in charge.
172.8
822375
4759.12
Supply and fixing of 3.6 m wide M.S. gate including construction of pillars as per departmental type design and drawing , one coat of primer and two coat of paint, its all fixures, including all material, labour,T&P etc.required for proper completion of work upto satisfaction of engineer in charge.
2
125118
62559.4
Supplying and constructing Interlocking approach road by using coloured interlocking leveling and dressing of existing ground, filling of local sand in minimum 30 mm thickness,filling of voids by local sand including all materials , labour, T&P etc.complete required for proper completion of work upto satisfaction of engineer in charge.
129
167355
1297.33
Supplying, carting and filling of good earth in campus in maximum 25 cm thick layers, its compaction by roller, watering dressing levelling to achieve minimum 95 % procter density ( to avoid settlemnt of road/ structure) Provide all materials , labour, T&P etc.required for proper completion of works in complete sence upto satisfaction of engineer in charge.(contractor will have to do original and final level survey of earth for which no extra payment will be done)
450
204561
454.58
Supplying and planting plants, shrubs, flowering plants in campus for Arboriculture/Horticulture including , supply of mmanures etc required to complete the jon upto satisfaction of engineer in charge.
2
47975
23987.5
Provision of a C.C Drain at outer side of Boundary wall to dispose of water from water works site.
45
57771
1283.81
Distrbution system
-
-
-
Excavation in trenchess in ordinary soil (loam, clay of sand) for depth 0-1.5 mbelow ground level for laying water lines. including cutting of joints pits, trimming, dressings, leveling, refilling of trenches in 20 cm layers, watering and ramming the same including removal of surplus earth and other dismantled materials, upto a distance of 50m from the center of trenches and stacking of serviciable material also upto satisfaction of engineer in charge.(for distribution and rising main)
6161
1368789
222.17
Supply,carting from store upto site of work, laying in true to alignment & gradient in trenches, with ots specials, jointing by electrofusion with coupler and testing of the following size and type of pipes after laying,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 in all respect upto satisfaction of engineer in charge.
-
-
-
200 mm dia D.I.-K-7 PIPE .
461
1070852
2322.89
160 mm dia H.D.E.P PIPE PE 100,PN-6 .
265
171129
645.77
140 mm dia H.D.E.P PIPE PE 100,PN-6 .
138
68537
496.65
110 mm dia H.D.E.P PIPE PE 100,PN-6 .
825
266392
322.9
90 mm dia H.D.E.P PIPE PE 100,PN-6 .
6273
1451634
231.41
Supply, carting upto site, loading unloading, fixing in position true to alingment including all jointing material, specials, nut-bolts etc., rubber insertion white lead,valves of following size of C.I.D./F. Sluice valves as per ISS 780 class I, working pressure 10 kg/cm2, and its accesories as per latest I.S. specification including F.O.R. destination, all taxes, labour, material T&P etc complete in all respect, insurance for proper completion of work upto safisfaction of engineer in charge.
-
-
-
200 mm dia Sluice valve
1
55929
55929.69
150 mm dia Sluice valve
1
33558
33558.06
100 mm dia Sluice valve
2
44548
22274.18
80 mm dia Sluice valve
7
112518
16074
80 mm dia Scour valve
1
15165
15165.86
20 mm dia screwed down type air valve
1
3135
3135.62
Supply, carting from store to site, loading unloading and fixing in position including supply of jointing materials such as nuts-boalt, rubber insertion white lead,valves etc. and all specials required for proper completion of work under ground sluice valve type fire hydrant containing 80mm dia sluice valve 80 mm dia tail piece ,80 mm dia duck foot bend, 63 mm dia standard makes iron coupling with cap 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 upto satisfaction of engineer in charge.
1
17603
17603.45
Provide all materials, labour,T&P etc.complete for construction of single tap pillar type stand post as per department type design.
-
-
-
Supplying and constructing following types of chambers as per approved design and drawing including all labour, material T&P etc complete in all respect upto satisfaction of engineer in charge.
-
-
-
Sluice valve chamber (masonary Type)
10
229320
22932.05
Sluice valve chamber (surface box Type)
1
3818
3818.81
Fire Hydrant
1
18230
18230.5
Air Valve Chamber
1
11235
11235.75
Scour Valve Chamber
1
22932
22932.05
Dismanting of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials , including all labour material T&P etc complete in all respect.( in case of theft of sericiable material it will be the responsibility of the contraactor).
-
-
-
(i) C.C.Road
2517
724518
287.85
(ii) Bituminous surface
616
131509
213.49
(iii) B.O.E. Surface
631
99898
158.32
(iv) Interlocking Surface
399
67762
169.83
Provision for crossing of nalas, road, culvert and embankments (bundha) etc. including shifting of telephone cables etc.along the alignement of pipe line including supply of C.I.Tyton pipes and specials,and their laying and jointing testing etc.complete in all respect upto satisfaction of engineer in charge.( width of drain/culvert/bundha must be greater than 1 m)
-
-
-
i-Nala Crossing/culvert crossing
14
268660
19190
ii-Road Crossing through trenchless technique (below 200 mm dia pipe)
54
129532
2398.75
iii-Road Crossing through trenchless technique (200mm to 350mm)
24
103626
4317.75
Reinstatement of following type of road surface with old ( serviciable material) and new materials as per detailed scope of work and technical spefication including supply of all materials, labour, T&P etc. required for proper completion of the work upto satisfaction of engineer in charge. ( in case of any type of settlement upto minimum one rainy season contractor will have to reinstate it again for which no extra payment will be done).
-
-
-
i-C.C.Road
2517
4631431
1840.06
ii-Bituminous surface
616
1035600
1681.17
iii-B.O.E. Surface
631
332789
527.4
iv-Interlocking Surface
399
235222
589.53
Making house connection with 20mm(OD) HDPE main with Supply,Carting ,laying , jointing and fixing of the 15 mm (OD) G.I. pipe ,I.S.I. Mark Gunmetal Ferrul , 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 all connection in inside the house and support on wall with suitable clamp as per directed by engineer-in charge including cost of all jointing material, specials, labour,material T&P and its testing etc. complete in all respect upto satisfaction of engineer charge.( contractor will have to submit list of house hold survey for which no extra payment will be done)
-
-
-
90 to 110 mm B.O.E. road
48
179637
3742.45
90 to 110 mm CC road
198
1318980
6661.52
90 to 110 mm Bituminous road
48
327006
6812.63
90 to 110 mm Interlocking road
35
179018
5114.8
90 to 110 mm Earthen road
111
361292
3254.89
140 to 160 mm B.O.E. road
17
67699
3982.33
140 to 160 mm CC road
71
489999
6901.4
140 to 160 mm Bituminous road
17
119892
7052.51
140 to 160 mm Interlocking road
13
69610
5354.67
140 to 160 mm Earthen road
39
136296
3494.77
200 to 250 mm B.O.E. road
3
13961
4653.98
200 to 250 mm CC road
14
106022
7573.05
200 to 250 mm Bituminous road
3
23172
7724.16
200 to 250 mm Interlocking road
2
12052
6026.32
200 to 250 mm Earthen road
9
37497
4166.42
Providing all material,labour T&P etc complete for construction of Ground water Recharging unit by rain water from complete water works site in water works campus as per drawing and design etc complete in all respect upto satisfaction of engineer in charge.
1
171462
171462.65
E&M (D)
-
-
-
CONSTRUCTION OF TUBEWELL (01 No New and 01 No Rebore T/W)
-
-
-
Transportation
-
-
-
Transportation of Rig m/c including loading unloading Erection and Dismantling and labour Etc. complete in all respect.
2
62712
31356.46
Transportation,of 250 PSI Air Compressor including loading unloading Erection and Dismantling and labour Etc. complete in all respect.
2
54346
27173.04
O.P.Unit
-
-
-
Transportation of 2 Cusec O.P. Unit including loading unloading Erection and Dismantling and labour Etc. complete in all respect.
2
86124
43062.36
Costruction of Tubewell(Drilling)
-
-
-
Drillling of Bore
-
-
-
Logging of bore
2
34542
17271
Drilling of 500 mm dia Bore from GL to 60 M BGL
120
222220
1851.84
Drilling of 450 mm dia Bore from 61 to 100m BGL
80
134330
1679.13
Drilling of 450 mm dia Bore from 101 m BGL to 165 M BGL
130
259448
1995.76
Lowering of Tubewell Assembly and shrounding of tubewell by Gravel.
-
-
-
Lowering of 200x150mm dia Tube Well assembly in bore hole and shrounding of pea Gravel between annular space of bore hole and tubewell assembly from GL to 150m BGL.
-
-
-
Lowering of 200 mm dia MSERW 7.1 mm thick plain pipe from GL to 54m BGL.
108
25906
239.88
Lowering of 150 mm dia MSERW 7.1 mm thick plain/Slotted pipe from 55 m BGL to 100m BGL.
92
16772
182.31
Lowering of 150 mm dia MSERW 7.1 mm thick plain/Slotted pipe from 100m BGL to 150 m BGL.
100
23028
230.28
Material
-
-
-
TUBEWELL ASSEMBLY
-
-
-
200mm dia size MSERW Housing pipe 7.1 mm thick including with 1 No 200x150mm dia MS resucer 16mm thick , , 1 MS well cap 12 mm thick , 10 mm MS ring 100x12mm thick , MS S/I clamp , Tubewell support (I Section) etc. complete in all respect.
108
386110
3575.1
150mm dia size MSERW 7.1 mm thick plain / slotted pipe including with 20 No MS ring 100x12mm thick , 1 No MS Bail plug, 8 No center guide etc. complete in all respect.
192
517301
2694.28
PEA-GRAVEL
-
-
-
1.6mm to 4.8 mm Supply of size Lal Kuwan Quarry Pea-Gravel Duly Washed, Screened and properly Stacked at Site.
74
461519
6236.75
DEVELOPMENT OF TUBEWELL
-
-
-
Development of T.W. by 250 PSI Air Compressor
-
-
-
Development of T.W. by 250 PSI Air Compressor with all required material, labour, T&P etc.
100
278255
2782.55
Development of T.W. by 3 Cusec O.P. Unit
-
-
-
Development of T.W. by 3 Cusec O.P. Unit .
140
104777
748.41
Test
-
-
-
Chemical and bacteriological test.
2
4801
2400.67
Pumping plant and Other instrumentation work (01 New and 01 new R.B. Tubewell)
-
-
-
SITC of 650 LPM, 48 m head 12.5 H.P. submersible pump set with 24 meter column pipe assembly, NRV, CI D/F Bend 90°, CI A/F Tee, D/F pipe (1.5m long 2 Nos and 1.0m long 1 No), Earthing, Painting Toolset, Power wiring of pump house internal and external, Chainpully block, and all Pumping plant accessories with nut bolts and rubber packing etc. Rates of items required for SCADA Automation of pumping plant are not included in these rates.
2
382832
191416.41
SITC of Automatic chlorination system SCADA Compatable chlorinating system.
2
143925
71962.5
Auto phase revarsal unit with inbuilt time delay & enclouser(confirm to IEC: IEC 60947-1 & IEC: 60947-b-1)
2
86355
43177.5
Supply & Erection of Servo Stabilizer of 20 KVA
2
230280
115140
CE / UL certified Intelligent smart energy meter
2
47975
23987.5
Soft Starter with Rs485 port-400 Class, 15Kw Rating.
2
134330
67165
Motor Operated Actuator with Sluice Valve (upto 150mm)
4
479750
119937.5
CE / UL certified Electromagnetic flowmeter of size:upto 150mm
2
287850
143925
CE / UL certified Hydrostatatic type sub soil water level transmitter
2
230280
115140
CE / UL certified Pressure Transmitter
2
95950
47975
AUTOMATION OF ( 1 No New and 1 No Rebore Tubewell)
-
-
-
SCADA AUTOMATION ITEMS
-
-
-
CE & UL Certified PLC/RTU in IP 54 enclosure suitable to Communicate with GSM based modem unit with CPU & Power supply with analog & digital parameter & fetures as specified for each tubewell/OHT & stand alone OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations as specified also enabled with UPS for power backup upto 2 Hrs & Automatioc on/off switching arrangement
2
522500
261250
G.S.M/G.P.R.S based wireless communication 4G Modem for RTU/PLC Capable to transfer & gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification.
2
57000
28500
CE/UL certified 7" HMI touch screen suitable to communicate with PLC/RTU for local display & control of process parameters.
2
57000
28500
CE/UL Certified Surge protector for control panel
2
28500
14250
complete cabling for all equipments at pumphouse.
2
114000
57000
Control panel with IP 54 protection, industrial grade for all equipment (Separate for control (24V) and power equipment).
2
228000
114000
Installation, commissioing & testing for one tubewell
2
19000
9500
Trial Run for 3 month period for one tubewell
2
9500
4750
SCADA AUTOMATION FOR OHT
-
-
-
Motor operated Actuator with Sluice Valve 250 mm size
1
180500
180500
Electromagnetic flow meter of 250mm size
1
213750
213750
CE/UL Certified Radar type level transmitter for OHT
1
114000
114000
Cost of MCS
-
-
-
SCADA DISPLAY
-
-
-
CE/UL & BIS Certified industrial grade LED MONITOR with latest configuration as per specification.
-
-
-
(i) 65'' LED MONITOR With latest configuration
1
228000
228000
CE/UL/&BIS certified industrial grade large video screen(LVS)with latest configuration of LED type LED ad per specification, MATRIX of 55'' each panel.
-
-
-
(I)2x2 Matrix (4 panel)
1
356250
356250
Video wall media player of same OEM.
1
47500
47500
Desktop/PC with i5/i7 prosessor for as per spec mentioned in technical bid document.
1
85500
85500
CE/UL Cerfified 5 KVA UPS with batteries as per spec mentioned in technical bid document.
1
285000
285000
Full development version of reqrired TAGS SCADA Software with counstomization of software for MCS as per requirement as per spec mentioned in technical bid documents.
1
475000
475000
CE/UL certified master control room PLC with redundant CPU & power supply at MCS in IP54 enclouser as spec mentioned in technical bid documents.
1
522500
522500
EC/UL certified Field gateway agent for transfering data from MCS to Central control room.
1
142500
142500
GSM based wireless/Broadband/Equipment communication system for PLC capable to tranfer & received data & gather data from remote sited to control station, All accessoried included signal enhancer antenna along with running expences till DLP.
1
38000
38000
CE/UL Certified Firewall for network protection.
1
171000
171000
SURGE PROTECTOR FOR ETHERNET communication protection.
1
14250
14250
CE/UL certified industrial grade Ethernedt Switch
1
14250
14250
Mobile App Facility system architecture (industries internet baded & viewed through mobile apps for increased local & Remote Visibility).
1
237500
237500
Canon/HP or eqrivalent Laser Printe 1018 or equivement.
1
28500
28500
Security Surveillance IP camera with recorded (optional).
9
171000
19000
Installation, Commissioning & testing inclidung required funiture, A/c etc.
1
47500
47500
Trial run for 3 month period.
1
42750
42750
Three Month Trial & Run for 03 Month
1
12768
12768
Zone-II
-
-
-
CONSTRUCTION OF TUBEWELL
-
-
-
Transportation
-
-
-
Transportation of Rig m/c including loading unloading Erection and Dismantling and labour Etc. complete in all respect.
2
62712
31356.46
Transportation,of 250 PSI Air Compressor including loading unloading Erection and Dismantling and labour Etc. complete in all respect.
2
54346
27173.04
O.P.Unit
-
-
-
Transportation of 2 Cusec O.P. Unit including loading unloading Erection and Dismantling and labour Etc. complete in all respect.
2
86124
43062.36
Costruction of Tubewell(Drilling)
-
-
-
Drillling of Bore
-
-
-
Logging of bore
2
34542
17271
Drilling of 600 mm dia Bore from GL to 60 M BGL
120
263671
2197.26
Drilling of 500 mm dia Bore from 61 to 100m BGL
80
148147
1851.84
Drilling of 500 mm dia Bore from 101 m BGL to 180 M BGL
160
346955
2168.47
Lowering of Tubewell Assembly and shrounding of tubewell by Gravel.
-
-
-
Lowering of 300x200mm dia Tube Well assembly in bore hole and shrounding of pea Gravel between annular space of bore hole and tubewell assembly from GL to 165m BGL.
-
-
-
Lowering of 300 mm dia MSERW 7.1 mm thick plain pipe from GL to 42m BGL.
108
38342
355.02
Lowering of 200 mm dia MSERW 7.1 mm thick plain/Slotted pipe from 43m BGL to 100m BGL.
92
22068
239.88
Lowering of 200 mm dia MSERW 7.1 mm thick plain/Slotted pipe from 100m BGL to 165 m BGL.
130
38667
297.45
Material
-
-
-
TUBEWELL ASSEMBLY
-
-
-
300mm dia size MSERW Housing pipe 7.1 mm thick including with 1 No 300x200mm dia MS resucer 16mm thick , 1 MS well cap 12 mm thick , 10 mm MS ring 100x12mm thick , MS S/I clamp , Tubewell support (I Section) etc. complete in all respect.
108
558233
5168.83
200mm dia size MSERW 7.1 mm thick plain / slotted pipe including with 20 No MS ring 100x12mm thick , 1 No MS Bail plug, 8 No center guide etc. complete in all respect.
222
793672
3575.1
PEA-GRAVEL
-
-
-
1.6mm to 4.8 mm Supply of size Lal Kuwan Quarry Pea-Gravel Duly Washed, Screened and properly Stacked at Site.
102
636148
6236.75
DEVELOPMENT OF TUBEWELL
-
-
-
Development of T.W. by 250 PSI Air Compressor
-
-
-
Development of T.W. by 250 PSI Air Compressor with all required material, labour, T&P etc.
100
278255
2782.55
Development of T.W. by 3 Cusec O.P. Unit
-
-
-
Development of T.W. by 3 Cusec O.P. Unit .
160
119745
748.41
Test
-
-
-
Chemical and bacteriological test.
2
4801
2400.67
Pumping plant and Other instrumentation work
-
-
-
SITC of 1000 LPM, 48 m head 20 H.P. submersible pump set with 24 meter column pipe assembly, NRV, CI D/F Bend 90°, CI A/F Tee, D/F pipe (1.5m long 2 Nos and 1.0m long 1 No), Earthing, Painting Toolset, Power wiring of pump house internal and external, Chainpully block, and all Pumping plant accessories with nut bolts and rubber packing etc. Rates of items required for SCADA Automation of pumping plant are not included in these rates.
2
451968
225984.32
SITC of Automatic chlorination system SCADA Compatable chlorinating system.
2
143925
71962.5
Auto phase revarsal unit with inbuilt time delay & enclouser(confirm to IEC: IEC 60947-1 & IEC: 60947-b-1)
2
86355
43177.5
CE / UL certified Intelligent smart energy meter
2
47975
23987.5
Supply & Erection of Servo Stabilizer of 30 KVA
2
276336
138168
Soft Starter with Rs485 port-400 Class, 22Kw Rating.
2
163115
81557.5
Motor Operated Actuator with Sluice Valve (upto 150mm)
4
479750
119937.5
CE / UL certified Electromagnetic flowmeter of size: upto 150mm
2
287850
143925
CE / UL certified Hydrostatatic type sub soil water level transmitter
2
230280
115140
CE / UL certified Pressure Transmitter
2
95950
47975
SCADA AUTOMATION OF PUMPING PLANT
-
-
-
SCADA AUTOMATION ITEMS
-
-
-
CE & UL Certified PLC/RTU in IP 54 enclosure suitable to Communicate with GSM based modem unit with CPU & Power supply with analog & digital parameter & fetures as specified for each tubewell/OHT & stand alone OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations as specified also enabled with UPS for power backup upto 2 Hrs & Automatioc on/off switching arrangement
2
522500
261250
G.S.M/G.P.R.S based wireless communication 4G Modem for RTU/PLC Capable to transfer & gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification.
2
57000
28500
CE/UL certified 7" HMI touch screen suitable to communicate with PLC/RTU for local display & control of process parameters.
2
57000
28500
CE/UL Certified Surge protector for control panel
2
28500
14250
complete cabling for all equipments at pumphouse.
2
114000
57000
Control panel with IP 54 protection, industrial grade for all equipment (Separate for control (24V) and power equipment).
2
228000
114000
Installation, commissioing & testing for one tubewell
2
19000
9500
Trial Run for 3 month period for one tubewell
2
9500
4750
SCADA AUTOMATION FOR OHT
-
-
-
Motor operated Actuator with Sluice Valve 250 mm size
1
180500
180500
Electromagnetic flow meter of 250mm size
1
213750
213750
CE/UL Certified Radar type level transmitter for OHT
1
114000
114000
Three Month Trial & Run for 03 Month
2
38746
19373.35
Zone-III
-
-
-
CONSTRUCTION OF TUBEWELL
-
-
-
Transportation
-
-
-
Transportation of Rig m/c including loading unloading Erection and Dismantling and labour Etc. complete in all respect.
2
62712
31356.46
Transportation,of 250 PSI Air Compressor including loading unloading Erection and Dismantling and labour Etc. complete in all respect.
2
54346
27173.04
O.P.Unit
-
-
-
Transportation of 2/3 Cusec O.P. Unit including loading unloading Erection and Dismantling and labour Etc. complete in all respect.
2
86124
43062.36
Costruction of Tubewell(Drilling)
-
-
-
Drillling of Bore
-
-
-
Logging of bore
2
34542
17271
Drilling of 500 mm dia Bore from GL to 60 M BGL
120
222220
1851.84
Drilling of 450 mm dia Bore from 61 to 100m BGL
80
134330
1679.13
Drilling of 450 mm dia Bore from 101 m BGL to 165 M BGL
130
259448
1995.76
Lowering of Tubewell Assembly and shrounding of tubewell by Gravel.
-
-
-
Lowering of 200x150mm dia Tube Well assembly in bore hole and shrounding of pea Gravel between annular space of bore hole and tubewell assembly from GL to 150m BGL.
-
-
-
Lowering of 200 mm dia MSERW 7.1 mm thick plain pipe from GL to 54m BGL.
108
25906
239.88
Lowering of 150 mm dia MSERW 7.1 mm thick plain/Slotted pipe from 55m BGL to 100m BGL.
92
16772
182.31
Lowering of 150 mm dia MSERW 7.1 mm thick plain/Slotted pipe from 101m BGL to 150m BGL.
100
23028
230.28
Material
-
-
-
TUBEWELL ASSEMBLY
-
-
-
200mm dia size MSERW Housing pipe 7.1 mm thick including with 1 No 200x150mm dia MS resucer 16mm thick , , 1 MS well cap 12 mm thick , 10 mm MS ring 100x12mm thick , MS S/I clamp , Tubewell support (I Section) etc. complete in all respect.
108
386110
3575.1
150mm dia size MSERW 7.1 mm thick plain / slotted pipe including with 20 No MS ring 100x12mm thick , 1 No MS Bail plug, 8 No center guide etc. complete in all respect.
192
517301
2694.28
PEA-GRAVEL
-
-
-
1.6mm to 4.8 mm Supply of size Lal Kuwan Quarry Pea-Gravel Duly Washed, Screened and properly Stacked at Site.
74
461519
6236.75
DEVELOPMENT OF TUBEWELL
-
-
-
Development of T.W. by 250 PSI Air Compressor
-
-
-
Development of T.W. by 250 PSI Air Compressor with all required material, labour, T&P etc.
80
222604
2782.55
Development of T.W. by 3 Cusec O.P. Unit
-
-
-
Development of T.W. by 1/2 Cusec O.P. Unit .
120
89809
748.41
Test
-
-
-
Chemical and bacteriological test.
2
4801
2400.67
Pumping plant and Other instrumentation work
-
-
-
SITC of 350 LPM, 46 m head 7.5 H.P. submersible pump set with 24 meter column pipe assembly, NRV, CI D/F Bend 90°, CI A/F Tee, D/F pipe (1.5m long 2 Nos and 1.0m long 1 No), Earthing, Painting Toolset, Power wiring of pump house internal and external, Chainpully block, and all Pumping plant accessories with nut bolts and rubber packing etc. Rates of items required for SCADA Automation of pumping plant are not included in these rates.
2
358964
179482.15
SITC of Automatic chlorination system SCADA Compatable chlorinating system.
2
143925
71962.5
Auto phase revarsal unit with inbuilt time delay & enclouser(confirm to IEC: IEC 60947-1 & IEC: 60947-b-1)
2
86355
43177.5
Supply & Erection of Servo Stabilizer of 15 KVA
2
199576
99788
Soft Starter with Rs485 port-400 Class.
2
115140
57570
CE / UL certified Intelligent smart energy meter
2
47975
23987.5
Motor Operated Actuator with Sluice Valve (upto 150mm)
4
479750
119937.5
CE / UL certified Electromagnetic flowmeter of size:upto 150mm
2
287850
143925
CE / UL certified Hydrostatatic type sub soil water level transmitter
2
230280
115140
CE / UL certified Pressure Transmitter
2
95950
47975
SCADA AUTOMATION OF PUMPING PLANT
-
-
-
SCADA AUTOMATION ITEMS
-
-
-
CE & UL Certified PLC/RTU in IP 54 enclosure suitable to Communicate with GSM based modem unit with CPU & Power supply with analog & digital parameter & fetures as specified for each tubewell/OHT & stand alone OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer data at multiple stations as specified also enabled with UPS for power backup upto 2 Hrs & Automatioc on/off switching arrangement
2
522500
261250
G.S.M/G.P.R.S based wireless communication 4G Modem for RTU/PLC Capable to transfer & gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification.
2
57000
28500
CE/UL certified 7" HMI touch screen suitable to communicate with PLC/RTU for local display & control of process parameters.
2
57000
28500
CE/UL Certified Surge protector for control panel
2
28500
14250
complete cabling for all equipments at pumphouse.
2
114000
57000
Control panel with IP 54 protection, industrial grade for all equipment (Separate for control (24V) and power equipment).
2
228000
114000
Installation, commissioing & testing for one tubewell
2
19000
9500
Trial Run for 3 month period for one tubewell
2
9500
4750
SCADA AUTOMATION FOR OHT
-
-
-
Motor operated Actuator with Sluice Valve 200 mm size
1
142500
142500
Electromagnetic flow meter of 200mm size
1
180500
180500
CE/UL Certified Radar type level transmitter for OHT
1
114000
114000
Three Month Trial & Run for 03 Month
2
12211
6105.65
Evaluation Notes How It Works ?
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