UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date15 Feb 2024
Closing DateCancelled
Tender Amount₹ 15,41,77,000
Costs
EMD
₹ 15,42,000Document Cost
₹ 23,600Tender Fee
Refer Documents
Summary
Maghar Nagar Panchayat Water Supply Reorganization Scheme
Description
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Contact
Tender Id
2024_UPJNM_896808_1Bid Award Id
ViewTender No
185/V-15/57 Dated-13.02.2024Tender 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
Dismantling existing plaster over damaged/cracked surface including supply of all materials, labour T & P etc. required for proper completion of the work.
120
9499
79.16
Racking of joints of brick masonry in wall in exposed surface to properly prepare surface for new plaster work including supply of all materials, labour T & P etc. required for proper completion of the work.
120
5066
42.22
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.
120
19302
160.85
Repair for electric fitting
2
9595
4797.5
Repairing of floor in P.C.C. 1:2:4
20
12132
606.64
First class brick work in 1:4 cement and local sand mortar in superstructure including supply of all materials labour T&P etc required for proper completion of construction of apron 0.6 m wide work.
4.88
30719
6295.03
Same as item no above but 25 mm thick PCC floor laid over base concrete consisting of cement, local sand and 40 mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6 m wide.
33.6
20383
606.64
Supply and fixing of 1mm thick sheet iron panelled door/window/ventilators shutters including frame, supply & fixing and adjustment of Cleats, stops, hinges, locks, bolts, handlers, spring and other fittings. (Excluding suply of Fittings).
-
-
-
1. Door with frame (4 Nos.)
5.16
62987
12206.95
2. Window with frame (8 Nos.) & Ventilator (4 Nos.)
6.9
84227
12206.95
Supply of oxidized iron fittings of approved make for doors and window.
2
16311
8155.75
11.5 cm string or drip-coarse in 1:6 cement and local sand
mortor.
86.62
32408
374.15
Painting or varnishing new iron work in small areas 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
8406
161.66
White cement in three coats including supply of all materials labour, T&P etc required for proper completion of work
220
4710
21.41
Providing plaster of Paris wall putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
220
51249
232.95
Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger, J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all materials.
220
26479
120.36
Supply and fixing 3 mm thick plain glass in windows including supply of nails,putty etc. required for proper completion of the work.
16.54
14611
883.42
Supply and fixing of 100 mm dia CI pipe rain water down pipe with clamp etc.
10
12262
1226.25
Site clearence and other unforseen items.
2
662
331
PILLAR GIRDER TYPE STRUCTURE FOR REBORE T.W.- 2 Nos.
-
-
-
Exacavation in foundation in ordinary soil (loan, clay or sand) including lift up to 1.5 m and lead up to 50m. fitting, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and disposal of surpluls earth up to a distance of 50 m from the centre of the foundation trenches.
37.5
6508
173.57
Concrete with 40 mm guage brick ballast coarse sand and cement in proportion 1:4:8 in foundations including supply of all materials, labour T and P etc. required for proper completion of the work.
3
12936
4312.07
I class brick work in 1 : 4 in plateform of the rebore tube well with cement and coarse sand mortar in Foundation and plinth including supply of all materials, labour T and P etc. required for proper completion of the work.
24
153253
6385.57
I class brick work in 1 : 4 in column size 45 x 45 cms hight 4.0 m cement and coarse sand mortar in super structure including supply of all materials, labour T and P etc. required for proper completion of the work.
5
35093
7018.71
Supply and fixing of rolled steel joist 250mm x 150 mm size supported on the cloumn in concrete 1:2:4 mortar.
2
22875
11437.88
Supply of earth and filling including ramming/ compaction around the tube well and into space in platform.
15
6818
454.58
Site clearence and other unforseen items.
2
2421
1210.75
Rising Main and Bye Pass Arrangement
-
-
-
Supply of the following pipes including railway freight, insurance charges F.O.R. etc. complete.
-
-
-
200 mm dia D.I. Class K-9
-
-
-
From Tube wells to OHT including bye pass
300
733155
2443.85
Supply of D.I. specials for the above pipe lines
1
73315
73315.4
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
300
31452
104.84
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.
288
63984
222.17
Supply and carting upto site of work 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.
-
-
-
200 mm dia D.I. Class K-9
6
168392
28065.38
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
6
118018
19669.75
Privision of Thrust block
-
-
-
200 mm dia D.I. Class K-9
8
98252
12281.6
Dismantling and reinstatement of following type of road surfaces for lying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.
-
-
-
C.C. Road
144
301983
2097.11
Interlocking Road
72
83440
1158.9
BOE Road
24
9994
416.42
Crossing of Road for laying pipe line including supply
and materials labour, T&P etc. complete.
5
91152
18230.5
REPARING OF ONE NO. EXISTING OVER HEAD TANK (1000KL/18M)
-
-
-
Supply and fixing on lightening Conductor on O.H.T. with proper arrangement and alignment including all labour and T &P etc. complete.
-
-
-
The lightening conductor consisting of an elevation rod, down conductor and earth plate shall confrom with the standars as required by the Electircal Inspector of U.P from time to time , Any amendment ,addition etc. suggested or required by the Electircal Inspector shall be carried out.
1
43177
43177.5
Water lavel Indicator
-
-
-
Supply and fixing of water level indicator with suitable arrangement as per latest I.S. code with all labour T & P etc. complete.
1
43177
43177.5
Scraping old color washing and prepairing the surface by removing loos material etc. including all labour and T &P etc. complete.
650
13721
21.11
All exposed surface of structure to be given three coats of approved exterior cement paint Berger/ narolac / Asian ( Such as apex ultima) to give a smooth and even colour.the pipe system of above apron level along with the clamps to be painted with three coats approved synthetic paints. including supply of all labour material T & P necessory Scafolding etc. complete.
650
116220
178.8
Repairs of O.H.T. wall, water tighteing work including all labour, material etc required for completion of work.
1
115140
115140
Repair of cracks on concret surface of OHT (Brase,Column, Bottom dom, top Dom etc complete) by guniting method including all labour, material extraholding etc required for completion of work.
1
134330
134330
Dismentling & re construction of Inlet, outlet, over flow & wash out chamber including all labour, material etc required for completion of work.
3
64766
21588.75
Dismentling & reconstruction of damaged portion of oht floor (including construction of edging drain including all labour, material etc
required
1
124735
124735
Replacment of both M.S. Ladder (inner & outer) & MS cover on top dome including all labour, material etc required for completion of work.
2
76760
38380
Provision of medium class G.I. pipe in free roof on stair case, balconey and top dome including all labour, material etc required for completion of work.
245
152801
623.68
Provision of safty gate on stair case.
1
17271
17271
Net on top dome went including all labour, material etc required for completion of work.
3
3310
1103.43
Site clearence and other unforseen items.
1
5106
5106.94
Distribution System
-
-
-
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.
11901.87
2644238
222.17
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 taxes and insurance.
-
-
-
HDPE Pipe PN-6 (O.D.) PE-100
-
-
-
90 mm dia
11705
2190005
187.1
110 mm dia
937
253533
270.58
140 mm dia
652
282139
432.73
160 mm dia
841
473676
563.23
200 mm dia
490
430661
878.9
DI Pipe K-7
-
-
-
250 mm dia
334
895721
2681.8
300 mm dia
208
716279
3443.65
Addition (DI K-7) Pipe for connecting overflow to main supply
-
-
-
300 mm dia
25
86091
3443.65
Supply of Specials for above pipe F.O.R destination including all Taxes and insurance.
-
-
-
HDPE Pipe PN-6 (O. D.)PE-100
1
181502
181502.28
DI Pipe K-7
1
161200
161200.03
DI Pipe K-7
1
8609
8609.12
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
11705
409206
34.96
110 mm dia
937
36346
38.79
140 mm dia
652
27566
42.28
160 mm dia
841
45741
54.39
200 mm dia
490
29762
60.74
DI Pipe K-7
-
-
-
250 mm dia
334
47130
141.11
300 mm dia
208
37941
182.41
Addition (DI K-7) Pipe for connecting overflow to
main supply
-
-
-
300 mm dia
25
4560
182.41
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
4
44904
11226.15
125 mm
1
16215
16215.55
150 mm
1
18710
18710.25
200 mm
2
56130
28065.38
250 mm
1
46160
46160.59
Scour Valves
-
-
-
80 mm dia
4
44904
11226.15
Air Valves
-
-
-
25 mm
4
39259
9814.93
Fire Hydrants
-
-
-
80 mm
3
70523
23507.75
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
4
12281
3070.4
Masonry Type
5
98348
19669.75
Air Valves
4
39915
9978.8
Fire Hydrants
3
50373
16791.25
Thrust Block
5
61408
12281.6
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
170.8
13520
79.16
Bituminous Road
3976.34
723455
181.94
CC Road
5215.75
1674203
320.99
Inter locking Road
1000.63
143840
143.75
Reinstatement 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
170.8
57605
337.27
Bituminous Road
3976.34
7989222
2009.19
CC Road
5215.75
9263850
1776.13
Inter locking Road
1000.63
1015789
1015.15
Supply of all materials, labour T&P Etc. required and constructs single tap pillar type stand post as per type design.
15
138168
9211.2
Crossing of Culvert for laying pipe line including supply and materials labour, T&P etc. complete.
12
236037
19669.75
Crossing of Nala/drain for laying pipe line including supply and materials labour, T&P etc. complete.
15
71962
4797.5
Crossing of Road for laying pipe line including supply and materials labour, T&P etc. complete.
-
-
-
3.5 M wide Road
35
638067
18230.5
7.0 M wide Road
8
360772
45096.5
Provision for permission from other department
1
2878500
2878500
Road diversion of traffic, night signals, fixing caution boards etc. for the laying of pipe line.
1
172710
172710
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.
-
-
-
200 mm
25
479750
19190
250 mm
15
323831
21588.75
300 mm
12
345420
28785
Provision of House connection including Supply of all
materials, labours T&P etc required for proper completion of work
-
-
-
In B.O.E. Roads
-
-
-
For 90 mm to 110 mm dia
18
52867
2937.08
For 140 mm to 160 mm dia
5
15678
3135.7
For 300 mm to 350 mm dia
5
17285
3457.13
In Bituminous Roads
-
-
-
For 90 mm to 110 mm dia
524
2375978
4534.31
For 140 mm to 160 mm dia
47
222447
4732.93
For 200 mm to 250 mm dia
5
24744
4948.82
In C.C. Roads
-
-
-
For 90 mm to 110 mm dia
564
2509630
4449.7
For 140 mm to 160 mm dia
70
325381
4648.31
For 200 mm to 250 mm dia
81
394000
4864.2
For 300 mm to 350 mm dia
18
89455
4969.75
In C.C. Interlocking Tiles Roads
-
-
-
For 90 mm to 110 mm dia
113
407401
3605.32
For 140 mm to 160 mm dia
30
114117
3803.93
In Earthen Roads
-
-
-
For 90 mm to 110 mm dia
53
135801
2562.3
Provision for shifting of House connection including Supply of all materials, labours T&P etc required for proper completion of work.
-
-
-
In B.O.E. Roads
-
-
-
For 90 mm to 110 mm dia
13
27779
2136.86
For 140 mm to 160 mm dia
5
11274
2254.88
For 300 mm to 350 mm dia
4
9764
2441.02
In Bituminous Roads
-
-
-
For 90 mm to 110 mm dia
352
1314399
3734.09
For 140 mm to 160 mm dia
32
123267
3852.11
For 200 mm to 250 mm dia
5
19884
3976.84
In C.C. Roads
-
-
-
For 90 mm to 110 mm dia
381
1390444
3649.46
For 140 mm to 160 mm dia
48
180839
3767.48
For 200 mm to 250 mm dia
54
210179
3892.22
For 300 mm to 350 mm dia
15
59304
3953.62
In C.C. Interlocking Tiles Roads
-
-
-
For 90 mm to 110 mm dia
77
215991
2805.08
For 140 mm to 160 mm dia
20
58462
2923.1
In Earthen Roads
-
-
-
For 90 mm to 110 mm dia
36
63434
1762.08
Inter connection of proposed new pipe line with old
pipe including supply of all materials, labour, T & P bailing out of water etc. required to complete the work.
12
15648
1304.06
Watch and ward during working period.
1
115140
115140
Repairing of Existing Boundary wall, Gate, Site Development and Approach Raod
-
-
-
Provide all materials; labour T&P etc. For repaire of the Existing Boundary wall as per direction of Engineer-in-charge.
190.4
456722
2398.75
Provide all materials, labour T&P etc. required for proper completion of work and construct Tiles approach road.
117
183705
1570.13
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).
80
168872
2110.9
Provision of Lighting in campous as per direction of Engineer-in-charge including all materials, labour T&P etc complete.
1
47975
47975
Provision of land escapping and arboriculture in campous as per direction of Engineer-in-charge including all materials, labour T&P etc
complete.
1
28785
28785
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.
669.04
379579
567.35
REPAIR OF ONE NO. EXISTING STAFF QUARTER
-
-
-
12 mm thick plaster with cement & coarse sand mortar in 1:1:5 over brick work minimum thickness not to be less than 12 mm finished with 3 mm floting coating of neat cement including supply of all materials, labour T&P etc. required for proper completion of the work.
85
13672
160.85
Scraping old color washing and prepairing the surface by removing loos material etc. including all labour and T &P etc. complete.
167.87
3543
21.11
White washing in three coat including supply of all materials, labour, T&P etc. complete required for proper completion of the work
350
7493
21.41
Providing plaster of Paris wall putty of 2mm thickness
over plastered surface to prepare the surface even and smooth complete.
350
81532
232.95
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.
350
42126
120.36
40 mm thick over base concrete consisting of cement, local sand and 40 mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6 m wide.
20.07
8577
427.37
First class brick work in 1:4 cement and local sand mortar in super structure including supply of all materials labour T&P etc required for proper completion of For construction of apron 0.6 m wide work.
2.14
13471
6295.03
Supply and fixing of flush door including supply of all materials, paints, labour T&P etc. required for proper completion of the work.
1
4797
4797.5
Repair for electric fitting
1
3838
3838
Repair for sanitation work
1
4797
4797.5
Construction of ground water recharge mechanism
-
-
-
Construction of drain for collection of water throw out the campus rate as per unit Estimate.
40
84436
2110.9
Construction of setting tank as per type desigen (As per unit estimate).
1
207443
207443.9
Construction of 110mm bore hole for 30M depth and lowring PVC plain 18M and 110 mm PVC slatted - 12M. Total 30M (As per Unit Estimate)
1
14344
14344.53
Construction of Semi Circular Drain/Drainage works
10
17750
1775.08
Leveling and dressing of water work compound for proper slope for harvesting and rainwater filling of additional earth etc. all complete
1
3214
3214.34
Zone-2
-
-
-
Provide all materials, labour, T&P complete Pump House size (3.60 x 3.00 x 3.00 m) cum chlornating room (2.80 x 1.50 x 3.00 m) as per type design (03 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.
73.05
12679
173.57
Concrete with 40 mm gauge First class brick ballast, local 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.
14.1
60800
4312.07
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.
54
316920
5868.9
25 mm thick damp proof coarse with cement ,stone grit 12mm and approved coarse sand 1:1.5:3 with and including water-proofing materials asordered by the Engineer- incharge in the proportion as specified by the manufactures, also included bitume painting (85/50 or 85/25), supply of all materials, labour T&Pand tools and plants etc required for proper completion of the work and including proper curing and shuttering as necessary.
16.35
5838
357.1
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.
55.86
351640
6295.03
R.C.C. work with Cement approved Coarse sand and 20 mm Gauge approved stone ballast in the proportion 1:2:4 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.
2.43
24851
10226.95
As in item no. 6 above but for slab
8.31
93299
11227.41
Supply and fixing of 1mm thick sheet iron
panelled door/window/ventilators shutters including frame, supply & fixing and adjustment of Cleats, stops, hinges, locks, bolts, handlers, spring and other fittings. (Excluding suply of Fittings).
-
-
-
1. Door with frame (2 Nos.)
7.74
94481
12206.95
2. Window with frame (4 Nos.) & Ventilator (2 Nos.)
10.35
126341
12206.95
Supply of oxidized iron fittings of approved make for doors and window.
3
24467
8155.75
Mild steel or plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessary including building for proper completion of work and including supply of steel its wastage bend hooks and authorized over lapping shall be measured floor tow
level.
11.34
101440
8945.36
25 mm thick (1:2:4) plain cement concrete floor with cement course 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, local 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.
80.22
48664
606.64
40 mm thick cement concrete flooring 1:2:4 laid in one layer finished with a floating coat of neat cement without base concrete.
5.61
2397
427.37
Same as item no 10 above but 40 mm thick over base concrete consisting of cement, local sand and 40 mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6 m wide.
50.4
21539
427.37
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 For construction of apron 0.6 m wide work.
7.32
46079
6295.03
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.
0.22
2425
11227.41
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.
225
36191
160.85
Same as above but for rough face.
270
51156
189.47
11.5 cm string or drip-coarse in 1:6 cement and local sand mortor.
129.93
48613
374.15
Painting or varnishing new iron work in small areas 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.
78
12609
161.66
White cement in three coats including supply of all materials labour, T&P etc required for proper completion of work.
360
7707
21.41
Providing plaster of Paris wall putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
360
83862
232.95
Distempering (Two coat) with oil bound distemper of approved brand and manufacture (such as Berger, Apex
Ultima) & of required shade on undercoated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger, J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all materials.
360
43329
120.36
Supply and fixing of rolled steel joist including cost of all materials labour, T&P etc complete.
6.75
77205
11437.88
Provide and fixing of R.C.C. pre cast ventilators jali over opening including supply of all materials labour, T&P etc complete.
18
15198
844.36
Supply and fixing of 100 mm dia CI pipe rain water down pipe with clamp etc.
42
51502
1226.25
Anti termite treatment
102.36
34375
335.83
Site clearance and other unforeseen items.
3
3443
1147.88
Add extra for 0.5 m height of plinth of pump house due to low ground level (78000 X 0.5=39000)
3
202070
67356.9
Bye Pass chamber
3
71962
23987.5
Rising Main and Bye Pass Arrangement
-
-
-
Supply of the following pipes including railway freight, insurance charges F.O.R. etc. complete.
-
-
-
200 mm dia D.I. Class K-9
-
-
-
From Tube wells to OHT including bye pass
1960
4789946
2443.85
Supply of D.I. specials for the above pipe lines
1
478993
478993.91
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
1960
205486
104.84
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.
1881.6
418035
222.17
Supply and carting upto site of work 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.
-
-
-
200 mm dia D.I. Class K-9
9
252588
28065.38
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
9
177027
19669.75
Surface Box Type
-
-
-
Privision of Thrust block
-
-
-
200 mm dia D.I. Class K-9
16
196505
12281.6
Dismantling and reinstatement of following type of road surfaces for lying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.
-
-
-
Bituminous Road
518.57
1136254
2191.13
C.C. Road
480
1006612
2097.11
Interlocking Road
320
370848
1158.9
BOE Road
160
66627
416.42
Crossing of Road for laying pipe line including supply
and materials labour, T&P etc. complete.
12
218766
18230.5
Construction of OHT 1300 KL with 20 m Staging
-
-
-
Supply of all the materials, labour T&P for construction of 1300 KL capacity/ 20m 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 and making made-up G.L. 40 cm above from adjoining road at the available site. 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. 1m wide RCC dog legged stair case from ground level to balcony with two separate columns with proper covered M.S. Gate and wiremesh from 1st landing to 2nd landing of stair case . 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 the 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, Providing 20 mm medium class G.I. pipes (in 3 rows) railing at top dome along with post also, Supply & installation of Digital Water level indicator including all accessories. Lightening conductor as per I.S.S. 2309 of its latest amendments 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 lockning arrangement. The manhol should be fixed at top dome at proper place.
1
17388059
17388059
Supply and 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 for Inlet pipe 200 mm (3 Nos), 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 Actuator Operated as per I.S.S. 700/1969 or its latest specification, pressure 10 kg/sqcm including carting from the store to the site of work, lowering them into trenches, fixing in position & testing etc. complete. For Inlet pipe 200 mm - 3 Nos., For Outlet pipe 300 mm - 1 No., For 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 valves 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 weather resistant paint such as Berger/ Nerolac / 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 Collage/Institute.
-
-
-
Distribution System
-
-
-
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.
12550.16
2788269
222.17
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 taxes and insurance.
-
-
-
HDPE Pipe PN-6 (O.D.) PE-100
-
-
-
90 mm dia
13471
2520424
187.1
110 mm dia
844
228369
270.58
140 mm dia
810
350511
432.73
160 mm dia
348
196004
563.23
200 mm dia
276
242576
878.9
DI Pipe K-7
-
-
-
250 mm dia
403
1080765
2681.8
300 mm dia
60
206619
3443.65
Addition (DI K-7) Pipe for connecting overflow to main supply
-
-
-
300 mm dia
25
51021
2040.86
Supply of Specials for above pipe F.O.R destination including all Taxes and insurance.
-
-
-
HDPE Pipe PN-6 (O. D.)PE-100
1
176896
176896.06
DI Pipe K-7
1
128738
128738.52
DI Pipe K-7
1
5102
5102.15
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
13471
470946
34.96
110 mm dia
844
32738
38.79
140 mm dia
810
34246
42.28
160 mm dia
348
18927
54.39
200 mm dia
276
16764
60.74
DI Pipe K-7
-
-
-
250 mm dia
403
56867
141.11
300 mm dia
60
10944
182.41
Addition (DI K-7) Pipe for connecting overflow to
main supply
-
-
-
300 mm dia
25
2621
104.84
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
3
33678
11226.15
150 mm
1
18710
18710.25
200 mm
1
28065
28065.38
250 mm
3
138481
46160.59
Scour Valves
-
-
-
80 mm dia
3
33678
11226.15
Air Valves
-
-
-
25 mm
3
29444
9814.93
Fire Hydrants
-
-
-
80 mm
3
70523
23507.75
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
3
9211
3070.4
Masonry Type
5
98348
19669.75
Air Valves
3
29936
9978.8
Fire Hydrants
3
50373
16791.25
Thrust Block
5
61408
12281.6
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
412.32
32639
79.16
Bituminous Road
2368.3
430888
181.94
CC Road
6886.78
2210587
320.99
Inter locking Road
895.65
128749
143.75
Reinstatement 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
412.32
139063
337.27
Bituminous Road
2368.3
4758364
2009.19
CC Road
6886.78
12231816
1776.13
Inter locking Road
895.65
909219
1015.15
Supply of all materials, labour T&P Etc. required and constructs single tap pillar type stand post as per type design.
18
165801
9211.2
Crossing of Culvert for laying pipe line including supply and materials labour, T&P etc. complete.
12
236037
19669.75
Crossing of Nala/drain for laying pipe line including supply and materials labour, T&P etc. complete.
15
71962
4797.5
Crossing of Road for laying pipe line including supply and materials labour, T&P etc. complete.
-
-
-
3.5 M wide Road
35
638067
18230.5
7.0 M wide Road
8
360772
45096.5
Provision for permission from other department
1
143925
143925
Road diversion of traffic, night signals, fixing caution boards etc. for the laying of pipe line.
1
172710
172710
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.
-
-
-
200 mm
25
479750
19190
250 mm
15
323831
21588.75
300 mm
12
345420
28785
350 mm
10
383800
38380
Provision of House connection including Supply of all materials, labours T&P etc required for proper completion of work
-
-
-
In B.O.E. Roads
-
-
-
For 90 mm to 110 mm dia
60
176224
2937.08
For 140 mm to 160 mm dia
8
25085
3135.7
In Bituminous Roads
-
-
-
For 90 mm to 110 mm dia
383
1736640
4534.31
In C.C. Roads
-
-
-
For 90 mm to 110 mm dia
973
4329558
4449.7
For 140 mm to 160 mm dia
112
520610
4648.31
For 200 mm to 250 mm dia
76
369679
4864.2
For 300 mm to 350 mm dia
9
44727
4969.75
In C.C. Interlocking Tiles Roads
-
-
-
For 90 mm to 110 mm dia
129
465086
3605.32
For 140 mm to 160 mm dia
15
57058
3803.93
In Earthen Roads
-
-
-
For 90 mm to 110 mm dia
52
133239
2562.3
Provision for shifting of House connection including Supply of all materials, labours T&P etc required for proper completion of work.
-
-
-
In B.O.E. Roads
-
-
-
For 90 mm to 110 mm dia
31
66242
2136.86
For 140 mm to 160 mm dia
5
11274
2254.88
In Bituminous Roads
-
-
-
For 90 mm to 110 mm dia
196
731881
3734.09
In C.C. Roads
-
-
-
For 90 mm to 110 mm dia
503
1835678
3649.46
For 140 mm to 160 mm dia
56
210978
3767.48
For 200 mm to 250 mm dia
39
151796
3892.22
For 300 mm to 350 mm dia
5
19768
3953.62
In C.C. Interlocking Tiles Roads
-
-
-
For 90 mm to 110 mm dia
66
185135
2805.08
For 140 mm to 160 mm dia
8
23384
2923.1
In Earthen Roads
-
-
-
For 90 mm to 110 mm dia
26
45814
1762.08
Inter connection of proposed new pipe line with old pipe including supply of all materials, labour, T & P bailing out of water etc. required to complete the work.
14
18256
1304.06
Watch and ward during working period.
1
115140
115140
Construction of Boundary wall, Gate, Site Development and Approach Raod
-
-
-
Provide all materials; labour T&P etc. for the Boundary wall as per direction of Engineer-in-charge.
225.6
1720883
7628.03
Add for extra 0.5m plinth raising of boundry wall due to low lying water campus (2040 x 0.5 = 1020)
225.6
397425
1761.64
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.
3
149682
49894
Provide all materials, labour T&P etc. required for proper completion of work and construct Tiles approach road.
141
221388
1570.13
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).
100
211090
2110.9
Provision of Lighting in campous as per direction of Engineer-in-charge including all materials, labour T&P etc complete.
1
95950
95950
Provision of land escapping and arboriculture in campous as per direction of Engineer-in-charge including all materials, labour T&P etc complete.
1
57570
57570
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.
1000.14
567429
567.35
Construction of Half Set (Single Room) Staff Quarter
-
-
-
Excavation in foundation in ordinary soil (loam, clay, and/or sand) including lift up to 1.5m and leap up to 50m refilling, watering, and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches,or into the plinth and disposal of surplus earth upto a distance of 50 m from the center of the foundation trenches.
48.21
8367
173.57
Concrete with 40 mm gauge brick ballast, local sand and cement in proportion of 1:6:12 in foundation including supply of all materials, labour, T&P etc required for proper completion of work.
7.51
29671
3950.93
First class brick work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials, labour T&P etc required for proper completion of work.
26.17
153589
5868.9
25 mm thick damp proof coarse with cement ,stone grit 12mm and approved coarse sand 1:1.5:3 with and including water-proofing materials asordered by the Engineer-incharge in the proportion as specified by the manufactures, also included bitume painting (85/50 or 85/25), supply of all materials, labour T&Pand tools and plants etc required for proper completion of the work and including proper curing and shuttering as necessary.
9.46
3378
357.1
Sand filling in the foundation including supply of labour material ,T&P etc .
16.5
19288
1169
Ist Class brick work in 1:4 cement and local sand mortar in superstructure including supply of all material, labour, T&P etc required for proper completion of the work. (Thickness of wall to one brick thick).
29.74
187214
6295.03
12 mm thick plaster with cement and sand mortar inproportion of 1:6 over brickwork ,minimum thickness not be less than 10mm ,including supply of all materials,labour ,T&P etc for proper completion of work.
294.95
45319
153.65
20 mm thick cement plaster , in Dado or skirting with cement and coarse sand mortar 1:2 laid in panels and finished with 3mm floating coat of neat cement or 1:5 cement and marble dust , including supply of all materials,labour ,T&P etc for proper completion of work.
6.4
3080
481.35
Same as item no 2.54 but in proportion 1:4 with cement and local sand mortar, over ceiling.
27.6
655
23.75
Struck pointing in cement mortar 1:2 with colouring material to match with the brickwork colour including supply of all materials ,labour, T&P etc required for proper completion of work.
2.78
559
201.42
R.C.C. work with Cement approved 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.
6.59
67566
10252.85
Mild steel or iron work in plain work such as RCC or RBwork (when not included in overall rates ) brought to required shape as necessary ,including bending and supply of steel and wastage for completion of work
5.5
49199
8945.36
Supply and fixing of MS angle iron chaukhats of 40x40x6mm size including simoe moulding straight work as in chaukhats and also supply of all materials ,labour, T&P etc required for proper completion of work.
6.25
71486
11437.88
Supply and fix hold fast in doors and windows chaukhats 25cmx50mmx6mm flat iron including their cutting,moulding, welding to requirwed shape also including other materials such as nails and screws etc required in all aspect to complete the work.
60
4317
71.96
Mild steel grill in windows wrought to required form,including supply of labour, steel ,T&P etc for proper completion of work.
1
11437
11437.88
25 mm thick (1:2:4) plain cement concrete floor with cement course sand and 20 mm gauge stone ballast, laid in panels, finished with 3 mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified, and removing any overlapping or mortar at the joints of panels if any and giving them uniform finish, including supply of all materials, labour, T&P etc. required for proper completion of the work. including 75 mm thick base concrete consisting of cement, local sand and first class brick ballast 40 mm gauge in proportion of 1:4:8 including supply of all materials, labour T&P etc required for proper completion of work.
51.56
31278
606.64
Same as item no 2.63 above but 40 mm thick over base concrete consisting of cement, local sand and 40 mm gauge first class brick ballast in the proportion of 1:4:8. For construction of apron 0.6 m wide.
20.07
8577
427.37
First class brick work in 1:4 cement and local sand mortar in super structure including supply of all materials labour T&P etc required for proper completion of For construction of apron 0.6 m wide work.
3.05
19199
6295.03
Supply of 40 mm thick sheesham wood door /window shutters with 9 mm thick Plywood or pressed Wood pannels and fixing Cleats, stops, hinges, locks, bolts, handlers , spring and other fittings. (Excluding suply of Fittings).
25
59265
2370.6
Supply and fixing of oxidized iron fittings of approved make for doors and windows.
1
8155
8155.75
Painting or Varnishing new iron work or new wood work in small/large areas with one coat priming and two coat of approved paint or Vamish inclduing supply of all materials, labour T&P etc. complete required for proper completion of the work.
36.59
5915
161.66
White washing in three coat including supply of all materials, labour, T&P etc. complete required for proper completion of the work
252.87
5413
21.41
Providing plaster of Paris wall putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.
252.87
58906
232.95
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.
252.87
30086
118.98
Provide all material, labour, T&P etc. and construct 100 mm dia semi circular C.C. covered drain inclduing rendering the surface smooth with neat cement.
19.5
18736
960.86
Supply of all materials, labour,T&P etc and construct inspection chamber as per type design and drwaing.
4
10554
2638.63
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
9499
316.64
Supply of all material ,labour,T&P etc fixing of water tap required for proper completion of the work.
3
1861
620.62
Supply of all material ,labour,T&P etc fixing of float valverequired for proper completion of the work.
1
620
620.62
Supply and fixing of 110mm dia PVC pipe from U trap toseptic tank including supply of all special materials required for proper completion of the work.
10
2110
211.09
Provision for internal electrification including supply of all materials, labour, T&P etc. complete.
1
28785
28785
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 150mm long, 6mm dia nails including supply of all materials ,labour etc for proper completion of work.
5
2253
450.61
20 mm thick cement plaster , in Dado or skirting with cement and coarse sand mortar 1:2 laid in panels and finished with 3mm floating coat of neat cement or 1:5 cement and marble dust , including supply of all materials,labour ,T&P etc for proper completion of work.
8
3850
481.35
Construction of septic tank and soak pit including supply of materials labour etc complete.
1
105545
105545
Supply and fix of position 500 litre capacity PVC (Sintex or other approved make ) storage tank.
1
5277
5277.25
Supply and fix indian type latrine seat with U-Trap including supply of all materials, labour, T&P etc. required for proper completion of the work.
1
3838
3838
Provision for electrification inside and outside of the quarter.
1
9595
9595
Site clearance and other unforeseen items.
1
1694
1694.99
Add extra for 0.9m height of plinth than the departmental type design due to low ground level (125000 x 0.9=112500)
1
107943
107943.75
Construction of ground water recharge mechanism
-
-
-
Construction of drain for collection of water throw out the campus rate as per unit Estimate.
40
84436
2110.9
Construction of setting tank as per type desigen (As per unit estimate).
1
207443
207443.9
Construction of 110mm bore hole for 30M depth and lowring PVC plain 18M and 110 mm PVC slatted - 12M. Total 30M (As per Unit Estimate)
1
14344
14344.53
Construction of Semi Circular Drain/Drainage works
10
17750
1775.08
Leveling and dressing of water work compound for proper slope for harvesting and rainwater filling of additional earth etc. all complete
1
3214
3214.34
Construction of new Master control station including all electrification, water and sanitary installation.
1
1270378
1270378
E/M Work
-
-
-
Zone-1
-
-
-
CONSTRUCTION OF TUBEWELL
-
-
-
Transportation of Rig m/c and its T&P including Erection and Dismantling of Rig m/c.
2
62712
31356.46
Drilling of 600/500 mm dia bore hole by DC Rig m/c complete with all required material, labour & T&P etc. complete.
-
-
-
600 mm dia Drilling from 0 to 50 M BGL
100
219725
2197.26
500 mm dia Drilling from 51 to 100 M BGL
100
185183
1851.84
500 mm dia Drilling from 101 to 200 M BGL
200
433694
2168.47
Logging of bore hole by departmental/approved electric logger.
2
34542
17271
TUBEWELL ASSEMBLY
-
-
-
M.S. tubewell assembly with all required parts like plain pipe, slotted pipe (as required upto 50% of plain pipes) rings, well cap, bail plug, clamp, reducer, central guide, support structure etc. as required & as per typed design complete in all respect. (Note-Axial Length of Reducer without Ring shall be measured with Casing Pipe.)
-
-
-
300 mm dia
96
496207
5168.83
200mm dia
264
943825
3575.1
LOWERING OF ASSEMBLY
-
-
-
Lowering of Tube Well assembly duly welded including welding electrode and shrouding of pea Gravel complete in all respect. (Note-Axial Length of Reducer without Ring shall be measured with Casing Pipe.)
-
-
-
300 mm dia size Assembly from 0 to 48 M BGL
96
34081
355.02
200 mm dia size Assembly from 49 to 100 M BGL
104
24947
239.88
200 mm dia size Assembly from 101 to 180 M BGL
160
47591
297.45
PEA-GRAVEL
-
-
-
Supply of 1.6 - 4.8 mm size Lal Kuwan Quarry Pea-Gravel Duly Washed, Screened and properly Stacked at Site.
104
648622
6236.75
DEVELOPMENT OF TUBEWELL
-
-
-
By Air Compressor
-
-
-
Transportation, Erection & Dismantling of 250 PSI Air Compressor.
2
54346
27173.04
Development of T.W. by 250 PSI Air Compressor with all required material, labour, T&P etc.
120
333906
2782.55
By O.P. Unit
-
-
-
Transportation, Erection & Dismantling of 3 Cusec O.P. Unit and Yield Test.
2
86124
43062.36
Development of T.W. by 3 Cusec O.P. Unit with all required material, labour, T&P etc.
200
149682
748.41
Yield test of tubewell along with chemical and bacteriological analysis of tubewell's water.
2
20303
10151.51
Pumping plant and Other instrumentation work
-
-
-
SITC of 1200 LPM discharge, 48m/49 M head - 25 H.P. Submersible Pumping Plant which can be operated at 415+10% Volts, 50 Hz AC Supply complete in all respect. including 24 meter column pipe assembly 150mm dia, NRB, CI D/F Bend 90°, CI A/F Tee, D/F pipe(1.5m long 2 nos and 1.0m Long 1No.), Earthing, painting Toolset, Power wiring of pump house internal and external, Chainpully blick and all pumping plant accessories with Nut bolts and rubber packing etc. complete.
2
518893
259446.88
Provision of Automatic chlorinating system for SCADA of 6 LPH capacity with 200 ltr. Storage tank and accessories.
2
143925
71962.5
3M long 150mm heavy duty column pipe same as above (Extra/Spare)
10
31183
3118.38
50 KVA Servo Voltage stabilizer.
2
383800
191900
Misc item such as protection ring, MCCB, Transformer oil, electric resistance, rubber sheet, 25 sqmm ormad cable and construction of canopy as per site requirement for protection of electronic device and safety purpose.
2
373095
186547.91
Trial & Testing
2
38380
19190
CE/UL Certified Intelligent Smart Energy Meter
2
47975
23987.5
Motor operated Actuator for without Sluice Valve of size upto 150 mm
4
345420
86355
Soft Stater with RS485Port- 400 V Class,
2
163115
81557.5
Auto Phase reversal unit with inbuilt time delay & enclosure (confirm to IEC: 60947-1 & IEC:60947-b-1
2
86355
43177.5
CE/UL Certified Hydrostatic type sub soil Water Level Transmiter for Tubewell
2
230280
115140
CE/UL Certified Pressure Transmiter .
2
95950
47975
Complete Cabling for Tubewell including all power & control cables of the equipment at pumphouse and OHT
2
115140
57570
Cable Laying Work For Rebore Tubewell
-
-
-
Cable laying from old pump house to tubewell of 25 sq. mm aluminium armoured cable
200
37804
189.02
Supply of above 2R x 3.5 Core x 25 sq. mm aluminium armoured cable
200
77143
385.72
Supply and Fitting of Junction Box
4
23028
5757
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 in tender technical specification.
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 Surge protector for control panel
2
28500
14250
CE/UL certified 7" HMI touch screen suitable to communicate with PLC/RTU for local display & control of process parameters.
2
57000
28500
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
CE/UL Certified Electromagnetic flow meter of 150mm dia
2
285000
142500
SCADA AUTOMATION FOR OHT
-
-
-
CE/UL Certified Radar type level Transmitter for OHT
1
114000
114000
Motor operated Actuator with outlet Sluice Valve for OHT of size upto 350 mm size
1
204250
204250
CE/UL Certified Electromagnetic flow meter of SUITABLE SIZE
1
247000
247000
Three Month Trial & Run for 03 Month
2
49626
24813
Master Control Station (MCS) complete and all respect.
1
2936070
2936070
Zone-2
-
-
-
CONSTRUCTION OF TUBEWELL
-
-
-
Transportation of Rig m/c and its T&P including Erection and Dismantling of Rig m/c.
3
94069
31356.46
Drilling of 600/500 mm dia bore hole by DC Rig m/c complete with all required material, labour & T&P etc. complete.
-
-
-
600 mm dia Drilling from 0 to 50 M BGL
150
329588
2197.26
500 mm dia Drilling from 51 to 100 M BGL
150
277775
1851.84
500 mm dia Drilling from 101 to 200 M BGL
300
650541
2168.47
Logging of bore hole by departmental/approved electric logger.
3
51813
17271
TUBEWELL ASSEMBLY
-
-
-
M.S. tubewell assembly with all required parts like plain pipe, slotted pipe (as required upto 50% of plain pipes) rings, well cap, bail plug, clamp, reducer, central guide, support structure etc. as required & as per typed design complete in all respect. (Note-Axial Length of Reducer without Ring shall be measured with Casing Pipe.)
-
-
-
300 mm dia
144
744311
5168.83
200mm dia
396
1415738
3575.1
LOWERING OF ASSEMBLY
-
-
-
Lowering of Tube Well assembly duly welded including welding electrode and shrouding of pea Gravel complete in all respect. (Note-Axial Length of Reducer without Ring shall be measured with Casing Pipe.)
-
-
-
300 mm dia size Assembly from 0 to 48 M BGL
144
51122
355.02
200 mm dia size Assembly from 49 to 100 M BGL
156
37420
239.88
200 mm dia size Assembly from 101 to 180 M BGL
240
71386
297.45
PEA-GRAVEL
-
-
-
Supply of 1.6 - 4.8 mm size Lal Kuwan Quarry Pea-Gravel Duly Washed, Screened and properly Stacked at Site.
156
972933
6236.75
DEVELOPMENT OF TUBEWELL
-
-
-
By Air Compressor
-
-
-
Transportation, Erection & Dismantling of 250 PSI Air Compressor.
3
81519
27173.04
Development of T.W. by 250 PSI Air Compressor with all required material, labour, T&P etc.
180
500859
2782.55
By O.P. Unit
-
-
-
Transportation, Erection & Dismantling of 3 Cusec O.P. Unit and Yield Test.
3
129187
43062.36
Development of T.W. by 3 Cusec O.P. Unit with all required material, labour, T&P etc.
300
224523
748.41
Yield test of tubewell along with chemical and bacteriological analysis of tubewell's water.
3
30454
10151.51
Pumping plant and Other instrumentation work
-
-
-
SITC of 1100 LPM discharge, 50m/51 M head - 25 H.P. Submersible Pumping Plant which can be operated at 415+10% Volts, 50 Hz AC Supply complete in all respect. including 24 meter column pipe assembly 100mm dia, NRB, CI D/F Bend 90°, CI A/F Tee, D/F pipe(1.5m long 2 nos and 1.0m Long 1No.), Earthing, painting Toolset, Power wiring of pump house internal and external, Chainpully blick and all pumping plant accessories with Nut bolts and rubber packing etc. complete.
3
778340
259446.88
Provision of Automatic chlorinating system for SCADA of 6 LPH capacity with 200 ltr. Storage tank and accessories.
3
215887
71962.5
3M long heavy duty column pipe same as above (Extra/Spare)
15
33822
2254.83
50 KVA Servo Voltage stabilizer.
3
575700
191900
Misc item such as protection ring, MCCB, Transformer oil, electric resistance, rubber sheet, 25 sqmm ormad cable
3
166901
55633.73
Trial & Testing
3
57570
19190
CE/UL Certified Intelligent Smart Energy Meter
3
71962
23987.5
Motor operated Actuator for without Sluice Valve of size upto 100 mm
6
518130
86355
Soft Stater with RS485Port- 400 V Class,
3
244672
81557.5
Auto Phase reversal unit with inbuilt time delay & enclosure (confirm to IEC: 60947-1 & IEC:60947-b-1
3
129532
43177.5
CE/UL Certified Hydrostatic type sub soil Water Level Transmiter for Tubewell
3
345420
115140
CE/UL Certified Pressure Transmiter .
3
143925
47975
Complete Cabling for Tubewell including all power & control cables of the equipment at pumphouse and OHT
3
172710
57570
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 in tender technical specification.
3
783750
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.
3
85500
28500
CE/UL Certified Surge protector for control panel
3
42750
14250
CE/UL certified 7" HMI touch screen suitable to communicate with PLC/RTU for local display & control of process parameters.
3
85500
28500
Control panel with IP 54 protection, industrial grade for all equipment (Separate for control (24V) and power equipment).
3
342000
114000
Installation, commissioing & testing for one tubewell
3
28500
9500
Trial Run for 3 month period for one tubewell
3
14250
4750
CE/UL Certified Electromagnetic flow meter of 100mm dia
3
427500
142500
SCADA AUTOMATION FOR OHT
-
-
-
CE/UL Certified Radar type level Transmitter for OHT
1
114000
114000
Motor operated Actuator with outlet Sluice Valve for OHT of size upto 300 mm size
1
204250
204250
CE/UL Certified Electromagnetic flow meter of 300mm dia
1
247000
247000
Three Month Trial & Run for 03 Month
3
68234
22744.98
Evaluation Notes How It Works ?
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