Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date26 Oct 2020
Closing Date9 Nov 2020
Tender Amount₹ 4,00,19,600
Costs
EMD
₹ 4,00,196Document Cost
₹ 15,000Tender Fee
₹ 1,534
Description
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Contact
Tender Id
2020_PHED_112289_1Bid Award Id
ViewTender No
20/20-21Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
Providing and jointing of following galvanized Iron (MS) Pipes class medium with heavy duty seamless sockets for lowering of submersible pumps including testing ofjoints, cost of pipes & heavy duty sockets and jointing materials all complete. Pipes and sockets confirming to IS:1239-201 1 Part-ll. 65 mm dia, class medium with heavy duty seamless sockets. PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 17.38.1 P. 3
250
-
370
Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make. 4 sq. mm flat copper cable. PHE (03. 07.2018) uSOR. Item.no. 24.20.107/p-267
4360
-
167
Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make. 2.5 sq. mm flat copper cable. PHE (03. 07.2018) uSOR. Item.no. 24.20.107/p-267
300
-
119
Provision for Jointing of TW to Rising Main with cost of Material/ specials such as GI Union / CI Flange, GI Reducer UPVC MTA FTA etc. as per requiement of site i/c cost of labour etc. complete as per approved specification and as directed by Engineer in charge . PHE (03.07.2018) uSOR. Item.no. 17.19/p-228
13
-
2700
Provision for jointing of Rising main to supmp well/OHT and OHT to Distribution pipe line with cost of material/specials such as Bends, MTA as per rerquirement of site i/c cost of labour with excavation, labour as per requirement complete as per approved specification and as directed by Engineer in charge. PHE (03.07.2018) uSOR. Item.no. 17.20/p-229
6
-
4500
Supplying & Installation of Five star BEE rating ISI Marked required capacity of Three phase, 50 Hz, 415V, Open well Submersible pump, with Control Panel Starter with Dry Run Protection, single phase preventer, connections, etc. as required as per specifications but excluding pipe and connection
cable. 3.0 H.P. Head Mt.15-24, Discharge LPM 615-195
PHE (03.07.2018) uSOR. Item.no. 24.20.113 (1i) P. 268
6
-
22252
Supplying & Installation of energy Efficient 5 star rated BEE rating ISI marked required capacity three phase centrifugal mono block inline booster pump set excluding cable.
15-20 M head and 350 LPM to 270 LPM, 2 HP Second Addendum By PHED USOR in force from 03/07/2018 ENC PHED MP Order No. 254 dated. 06.08.2020 Item No. 17.37.3 Page 03
6
-
19934
Distribution pipe line.heading
-
-
-
Earth work in excavation by mechanical means (Hydraulic exavator)/manual means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) i/c disposal of exacavated earth,lead upto 50 m & lift upto 1.5 m ,disposed earth to be levelled & neatly dressed. All kind of soil. (1) Rising main (2) Distribution main
PHE (03.07.2018) uSOR. Item.no. 16.4 P. 207
9540
-
140
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be leveled and neatly dressed. Soft rock with or without blasting or bituminous pavement / cement concrete road. (a) In ordinary or soft rock with or without blasting or bituminus pavement / cement concrete road. (1) Rising main (2) Distribution main
PHE (03.07.2018) uSOR. Item.no. 16.6(a) P. 207
12480
-
255
Providing, Laying, Jointing & field testing of HDPE pipes (High Density Polyethylene Pipes) confirming to IS 51/12786/13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of
Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/ Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed &
below 50mm mechanical jointed)
PHE (03.07.2018) uSOR. Item.no. 9.1 P. 122
-
-
-
110 mm dia 8 Kg/ sq.cm
1500
-
426
90 mm dia 8 Kg/ sq.cm
3900
-
282
90 mm HDPE 6 kg/sqcm
24100
-
232
110 mm HDPE 6 kg/sqcm
1500
-
388
75 mm HDPE 6 kg/sqcm
3000
-
164
Providing and fixing following check (non- return) valves Class-I, confirming to IS- 778/1984 (Reaffirmed 2005) female ends,tested to 21.09 kg/sq.cmt. 50mm dia (Flanged)
PHE (03.07.2018) uSOR. Item.no. 6.7 P. 89
8
-
10375
Providing and laying including testing Bend 90̊ confirming to IS specifications
PHE (03.07.2018) uSOR. Item.no. 9.2 P. 122
-
-
-
110mm dia 8 Kg/ sq.cm:
5
-
308
90mm dia 8 Kg/ sq.cm:
39
-
213
90 mm HDPE 6 kg/sqcm
42
-
199
110 mm HDPE 6 kg/sqcm
3
-
264
75 mm HDPE 6 kg/sqcm
5
-
129
Providing and laying including testing Bend 45̊ confirming to IS specification. PHE (03.07.2018) uSOR. Item.no. 9.3 P. 123
-
-
-
90mm dia 8 Kg/ sq.cm:
33
-
210
90 mm HDPE 6 kg/sqcm
19
-
210
110 mm HDPE 6 kg/sqcm
2
-
312
Providing and laying including testing Equal Tee confirming to IS specification PHE (03.07.2018) uSOR. Item.no. 9.3 P. 123
-
-
-
90mm dia 8 Kg/ sq.cm:
20
-
305
90 mm HDPE 6 kg/sqcm
49
-
300
110 mm HDPE 6 kg/sqcm
3
-
439
75 mm HDPE 6 kg/sqcm
6
-
169
Providign & laying Reducer confirming to IS Specifications.
PHE (03.07.2018) uSOR. Item.no. 9.6 P. 124
-
-
-
90 mm HDPE 6 kg/sqcm
18
-
125
110 mm HDPE 6 kg/sqcm
2
-
127
Providing & laying End Cap confirming to IS Specifications
PHE (03.07.2018) uSOR. Item.no. 9.8 P. 124
-
-
-
90 mm HDPE 6 kg/sqcm
47
-
105
110 mm HDPE 6 kg/sqcm
2
-
110
75 mm HDPE 6 kg/sqcm
8
-
93
Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. 1:2:4 (M-15)
PHE (03.07.2018) uSOR. Item.no. 16.23 (a) II/210
1202.4
-
4695
Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding watering and ramming.
PHE (03.07.2018) uSOR Page no. 208 / Item no. 16.10 (b)
20040
-
24
Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete
80 mm dia (PN-1.6) PHE (03.07.2018) uSOR. Item.no. 4.41 P. 71
31
-
6799
Providing and laying in position following cast iron flanged spigotb (tail piece)
PHE (03.07.2018) uSOR. Item.no. 3.11/36
62
-
862
Construction of Brick masonry valve chamber with 20 CM thick wall in 1:6 C.M. with 12mm thick 1:4 Cement plaster and base course 10 cm. thick in M-15. Inside Dimensions 110x80x100cm with - M-20 RCC chamber cover size 150cm x 120cm x 12cm including cost of materials, labour etc. complete.
PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 17.45.1/7
31
-
6219
Providing & fixing following cast iron double acting air valves, flanged without inbuilt isolating valve as per IS : 14845-2000 including jointing & testing with cost of jointing material and rubber insertion all complete as per IS :13095-1991 PHE (03.07.2018) uSOR. Item.no. 8.12/115
-
-
-
Design, Drawing, construction, testing and commissioning of GSR/Sumpwell of following capacities with all necessary fitting and accessories as mentioned in the relevant chapter of USOR, IS codes and departmental circulars Complete turn key job for following capacities :-
PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item N 26.2 P. 17
-
-
-
20 KL Sump well
4
-
289000
30 KL Sump well
1
-
325000
40 KL Sump well
2
-
385000
Design and construction of RCC framed brick masonry Pump House Over the sump with all necessary fitting, and requirement as mentioned in relevant chapter of USOR, IS Codes and departmental guidelines Complete turn key job. This Item will be used with item no 26.2 only in case as where pump house to be constructed above the proposed sump well.
PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 26.3/18
6
-
85000
Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fitting as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job for following capacities with 9/12/15 meter Stagging Height From GL :- PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 26.1/14
-
-
-
50 KL, 12 MTR stagging Height from GL
1
-
1107000
75 KL, 12 MTR stagging Height from GL
1
-
1377000
100 KL, 12 MTR stagging Height from GL
1
-
1458000
Fabrication, supply & erection of 5m high Mild Steel (MS) staging structure including foundation and 2x5 KL polyethylene tank with inlet, outlet and over flow pipe fittings complete Item of Work as per details given in the relevant chapter of USOR, enclosed drawings and relevant IS codes and direction of Engineer-in- Charge. The approximate weight of the MS staging structure excluding tank, GI pipe and GI pipe fitting is 1600kg. Complete turnkey job.
PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 26.5/20
1
-
251000
Providing and fixing G.l chain link fabric fencing of
required width in mesh size 25 x 25 mm made of
G.l wire of dia. 3 mm including strengthening with 2
mm dia. Wire or nuts, bolts and washer as required
complete with posts of angle iron size 50x50x5mm 2.5 meter apart and strut of required size including bottom to be split and band at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:2:4 (1 cement:2 sand : 4) graded stone aggregate 40 mm nominal size) every 15th post, last but one end post and corner post
shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the
direction of Engineering charge. ( Size 04Side X
5.00m X 2.00m ) PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 17.35/3
320
-
770
Fabrication, supply & erection of 5m high Mild Steel (MS) staging structure including foundation and 2x5 KL polyethylene tank with inlet, outlet and over flow pipe fittings complete Item of Work as per details given in the relevant chapter of USOR, enclosed drawings and relevant IS codes and direction of Engineer-in- Charge. The approximate weight of the MS staging structure excluding tank, GI pipe and GI pipe fitting is 1600kg. Complete turnkey job.
PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 26.6/20
2
-
358000
Detailled Estimate for Construction of Boundary wall With Open Footing Foundation
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil
MPPWD SOR 01.08.2014 Item No. 2.6/22
86.4
-
116.1
Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. Ordinary rock
MPPWD SOR 01.08.2014 Item No. 2.7.1/22
22.32
-
182.7
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete. Mild steel and Medium Tensile steel bars Thermo-Mechanically Treated bars.(TMT)
MPPWD SOR 01.08.2014 Item No. 5.16.6/68
3158.65
-
56.61
Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and up to floor two level excluding cost of centering, shuttering, finishing and reinforcement :M 20 –Grade Concrete
MPPWD SOR 01.08.2014 Item No. 5.2.1/65
39.94
-
4681.8
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level.
MPPWD SOR 01.08.2014 Item No. 5.9.2/66
134.06
-
240.3
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, girders, bressumers and cantilevers.
MPPWD SOR 01.08.2014 Item No. 5.9.5/66
31.46
-
204.3
Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for concrete up to plinth level.
MPPWD SOR 01.08.2014 Item No. 5.9.1/66
75.6
-
156.6
Centering and shuttering including strutting, propping etc. and removal of form fo rFoundations, Columns, Pillars, Piers, Abutments, Posts and Struts.
MPPWD SOR 01.08.2014 Item No. 5.9.6/66
83.58
-
320.4
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10) MPPWD SOR 01.08.2014 Item No. 4.1.1.4/45
7.44
-
3501
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. up to floor two level, excluding the cost of centering, shuttering and finishing :With 20mm nominal size graded stone aggregate M-20 Concrete coping MPPWD SOR 01.08.2014 Item No. 4.2.1.2/45
3.15
-
4659.3
Brick work with well burnt chimney bricks in bulls patent trench kiln manufactured by ghol process ,crushing strength not less than 40kg /cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level i/c curing etc complete.cement mortar 1:6(1 Cement : 6 sand)
MPPWD SOR 01.08.2014 Item No. 6.6/85
42.47
-
3915
12 mm cement plaster of mix : 1:6 (1 cement : 6 sand) MPPWD SOR 01.08.2014 Item No. 13.1.2/44
547.2
-
99
finishing walls with Acrylic smooth exterior paint of required shade: New work ( (Two or more coat applied @ 1.67 itr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm. MPPWD SOR 01.08.2014 Item No. 13.55.1/250
559.8
-
78.3
Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
MPPWD SOR 01.08.2014 Item No. 2.25/26
82.71
-
64.8
Detailed Estimate for Contruction of Gate of Boundary Wall With Open Footing Foundation
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil
MPPWD SOR 01.08.2014 Item No. 2.6/22
9
-
116.1
Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. Ordinary rock
MPPWD SOR 01.08.2014 Item No. 2.7.1/22
9
-
182.7
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete. Mild steel and Medium Tensile steel bars Thermo-Mechanically Treated bars.(TMT)
MPPWD SOR 01.08.2014 Item No. 5.16.6/68
219.26
-
56.61
Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and up to floor two level excluding cost of centering, shuttering, finishing and reinforcement :M 20 –Grade Concrete
MPPWD SOR 01.08.2014 Item No. 5.2.1/65
3.36
-
4681.8
Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for concrete up to plinth level.
MPPWD SOR 01.08.2014 Item No. 5.9.1/66
10.8
-
156.6
Centering and shuttering including strutting, propping etc. and removal of form fo rFoundations, Columns, Pillars, Piers, Abutments, Posts and Struts.
MPPWD SOR 01.08.2014 Item No. 5.9.6/66
9.72
-
320.4
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10) MPPWD SOR 01.08.2014 Item No. 4.1.1.4/45
1.2
-
3501
finishing walls with Acrylic smooth exterior paint of required shade: New work ( (Two or more coat applied @ 1.67 itr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm. MPPWD SOR 01.08.2014 Item No. 2.25/26
12.6
-
78.3
Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. MPPWD SOR 01.08.2014 Item No. 2.25/26
6.33
-
64.8
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
MPPWD SOR 01.08.2014 Item No. 10.2 page 178
450
-
61.83
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. MPPWD SOR 01.08.2014 Item No. 13.76.1 page 253
13.5
-
69.3
Supply, delivery , erection,testing and commissioning of the micro processor based water disinfection equipment using Oligodynamic technology as per detailed specifications mentioned in the NIT . Approved By CE PHED Zone INDORE, Letter.no. 160 dated. 25.07.2020
-
-
-
Capacity 1000 LPH
1
-
23285
Capacity 2000 LPH
2
-
27942
Capacity 5000 LPH
3
-
56300
Capacity 10000 LPH
1
-
100800
Capacity 15000 LPH
1
-
109001
Capacity 25000 LPH
1
-
218000
COST SCHEDULE - C-5.2 11 KV TAPPING D.P.STRUCTURE ON PCC POLES
-
-
-
140 Kg., 8.0 Mtrs. long PCC poles
M-0501004
12
-
1722
D.C.cross- arm of ISMC channel of 100 X 50X6 mm., suitable for 8' centre M-0502104
12
-
3717
Clamps for 140 kg PCC pole (50x6 mm Flat)
M-0502091
24
-
97
11 KV (45KN) 16 mm FRP with 25 mm per KV creepage Disc Insulator Polymer M-0602007
36
-
110
11KV Strain hard ware fitting
M-0404210
39
-
84
11 KV Pin insulator Polymer Composite (5KN) dia 24 mm.
M-0602002
24
-
144
Horizontal and cross bracing 8' centre M-0502395
12
-
4243
Back Clamp sutiable for 140 kg. PCC pole
M-0502030
48
-
71
Painted Stay set 16 mm. complete turn buckles
M-0502230
24
-
384
Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set )
M-0403019
132
-
53
Clamps for 140 kg PCC pole (50x6 mm Flat)
24
-
97
Stay Insulator
M-0502036
24
-
12
Stone Block/Pre cast block for base pedding 450x450x75mm
P-0702056
12
-
211
Concreting of PCC pole @0.30 cmt per pole ( with Muffing)
P-0001011
5.4
-
3742
Concreting of stay @ 0.2 cmt. per stay P-0001003
4.8
-
3742
Earthing Coil ( coil of 115 turns of 50 mm.dia. and 2.5 Mtrs. lead of 4.0 mm. G.I wire)
M-0403096
12
-
97
Earthing for PCC Pole 4.00 mm-8 SWG G.I wire- 0.8 Kg, per pole) P-0403173
9.6
-
52
Red oxide paint
7.2
-
67
Aluminium paint
M-1214002
7.2
-
142
Anti climbing devices
M-0403016
21
-
219
Danger Boards Enamalled Type 11KV
M-0502429
12
-
50
M.S.Nuts and Bolts
M-0403208
72
-
59
Labour charges
12
-
2460
Task No.2 Task Name - 11 KV LINE ON PCC Pole Using Rabbit Conductor Max Span 70 Mtrs In Rural Area
-
-
-
140 Kg., 8.0 Mtrs. long PCC Poles
M-0501004
140
-
1722
11 KV 'V' cross-arms angle type (65x65x6 mm angle)
M-0502010
140
-
814
Back clamps (50x6 mm flat) for 140 kg PCC Pole
M-0502030
280
-
71
11 KV Top clamps angle type 65x65x6 mm M-0502060
140
-
198
Earthing Coil ( coil of 115 turns of 50 mm.dia. and 2.5 Mtrs. lead of 4.0 mm. G.I wire)
M-0403096
168
-
97
11 KV Pin insulator PolymerComposite ( 5KN) FRP dia 24 mm.
M-0602002
420
-
144
AAAC Conductor Rabbit with 3 % Sag
M-0401013
31
-
25885
Jointing Sleeves suitable for 55 Sq. mm. Al. Eq. AAAC conductor
M-0404233
60
-
70
Painted Stay set 16 mm. complete turn buckles
M-0502230
60
-
384
Stay wire 7/3, 15 mm. (5.5 kg.stay wire per stay set )
M-0403019
330
-
53
Clamps for 140 kg PCC pole (50x6 mm Flat)
M-0502091
60
-
97
Stay Insulator
M-0501036
60
-
12
Back filling of poles with boulders.
M-0001001
98
-
103
Earthing for PCC Pole 4.00 mm-8 SWG G.I wire- 0.8 Kg, per pole)
P-0403173
112
-
52
Concreting of stay @ 0.2 cmt. per stay P-0001003
140
-
211
Concreting of stay @ 0.2 cmt. per stay P-0001003
12
-
3742
Red oxide paint
M-1214001
5
-
67
Aluminium paint
M-1214002
5
-
142
Anti climbing devices
M-0403016
140
-
219
Danger Boards Enamalled Type 11KV
M-0502429
129
-
50
Binding wire and tape
M-0404370
150
-
59
M.S.Nuts and Bolts
M-0403208
26
-
256
Labour charges
10
-
33208
Task No.3 Task Name - 11/0.4 KV, 25KVA OUT DOOR SUB-STATION (ON PCC POLE ) COST SCHEDULE - E-1.1
-
-
-
DTR 11/0.4 KV 3-Star rated Conventional 25KVA M-01114004
12
-
44094
140 Kg., 8.0 M. long PCC poles
M-0501004
24
-
1722
D.C.cross-arm of 100 X50 X 6 mm., 8' centre
M-0502104
12
-
3717
Clamp for 8 Mtr PCC Pole Size-610 mm ,Wt- 1.46 Kg using 50X6 mm Ms Flat
M-0502091
24
-
97
11 KV (45KN) 16 mm FRP with 25 mm per KV creepage Disc Insulator Polymer
M-0602007
36
-
110
11KV Strain hard ware fitting
M-0404210
36
-
84
11 KV D.O. fuse & Lightening Arrestor mounting channel (75X 40 X 6 mm.) M-0502210
12
-
1278
Back Clamp for 8 Mtr PCC Pole Size- 448 mm ,Wt- 1.075 Kg using 50X6 mm Ms Flat
M-0502030
24
-
71
11 KV D.O. fuse unit
M-0201142
34
-
735
9 KV Gaples type (5KA) Polymer for DTR
36
-
281
Transformer mounting DC cross-arm 100 X 50 x 6 mm, channel
M-0502131
12
-
3474
Transformer belting with 50 X 50 X 6 mm.angle with two cross fixing channels
M-0502215
12
-
2046
Clamp for 8 Mtr PCC Pole Size-610 mm ,Wt- 1.46 Kg using 50X6 mm Ms Flat
M-0502091
48
-
97
Stay set 16 mm. Painted complete with turn buckles
M-0502230
48
-
384
Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set ) M-0403019
264
-
53
Stay Insulator
M-0601036
48
-
12
Clamp for 8 Mtr PCC Pole Size-610 mm ,Wt- 1.46 Kg using 50X6 mm Ms Flat
M-0502091
48
-
97
Stone Block/Pre cast block for base pedding 450x450x75mm
P-0702056
24
-
211
Concreting of PCC pole @ 0.30 cmt. per pole in M-7.5 (1:3:6)
P-0001011
7.2
-
3742
Concreting of Stay @ 0.2 cmt. per stay in M-7.5 (1:3:6)
P-0001003
9.6
-
3742
AAA Conductor Rabbit for Jumper
M-0401013
0.36
-
25885
Danger Boards Enamalled Type 11KV
M-0502429
12
-
50
HT Bi-metallic Clamp for DTR
M-0118022
36
-
60
LT Bi-metallic Clamp for DTR 12 mm
M-0118019
48
-
105
Earthing set M-0403097
12
-
4290
Anti climbing devices (Barbed wire 2.24 mm Dia (14 SWG) (3.5 Kg. wire per pole) M-0403016
24
-
219
Red oxide paint
M-1214001
12
-
67
Aluminium paint
M-1214002
5
-
142
M.S.Nuts and Bolts
M-0403208
168
-
59
Meter cum protection box for 16/25 KVA DTR
M-0304009
12
-
17900
35 Sq.mm. XLPE insulated Single core Unarmoured cable
M-0402078
1.44
-
24625
Three phase meter 20-80 Amps.with L.S. & TOD Facility with box
M-0302028
12
-
2746
Labour charges
12
-
9147
Task No.4 One KM. L.T. LINES 3 PHASE 5 WIRE ON PCC SUPPORTS USING 1100 Volts Grade A.B. CABLE 3 X 25 + 1 X 16 + 1 X 35 Sq.mm. XLPE WITH MAXIMUM SPAN OF 50 METER COST SCHEDULE D-2.2
-
-
-
A.B Cable hanging clamps/ tension clamps (Galvanized) M-0404205
150
-
1722
Suspension Clamp with attachment M-0404219
45
-
298
Clamp for Neutral M-0404223
105
-
238
Piercing connector Type-I for single phase/three phase(Main 16-50 sq.mm. tape- of 16-50 sq.mm) M-0404282
150
-
24
Piercing connector Type-II (Main 16-50 sq.mm. tape- of 16-50 sq.mm) M-0404283
450
-
69
1100 Volts Grade Aerial bunched XLPE Cable 2x35+1x16+1x35 sq.mm.(insulated nuetral massenger) M-0402102
300
-
37
Stay set 16 mm. complete without stay wire (Painted) M-0502230
7.88
-
67684
Stay wire 7/3, 15 mm. (5.5 kg.stay wire per stay set ) M-0403019
90
-
384
Clamps for 140 Kg. PCC Pole (50x6 mm flat) M-0502091
495
-
53
Stay Insulator M-0601036
240
-
97
Back filling of pole pit with boulder M-0001001
90
-
12
Stone Block/Pre cast block for base pedding 450x450x75mm P-0702056
150
-
103
Concreting of stay @ 0.2 cmt. per stay P-0001003
150
-
211
M S Nuts and bolts M-0403208
18
-
3742
Earthing Coil ( coil of 115 turns of 50 mm.dia. and 2.5 Mtrs. lead of 4.0 mm. G.I wire) M-0403096
225
-
59
Earthing for PCC Pole 4.00 mm-8 SWG G.I wire- 0.8 Kg, per pole) M-0403173
33
-
97
Single Phase Service connection box
(Deep Drwan Metal Service Connection Boxes ) with one incoming up to 25 mm2 and 8 no outgoing up to 10 mm2 with insulated multiple outgoing connector- M-0304075
79
-
52
Three Phase Service connection box
(Deep Drwan Metal Service Connection Boxes ) with one incoming up to 35 mm2 and 4 no outgoing up to 16 mm2 with insulated multiple outgoing connector- M-0304076
81
-
825
Labour charges
7.5
-
47376
Providing and making Consumer Service Connection (Functional Holse Hold Taps Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro fusion Saddle, brass ferrule (Not less 100 gm in weight)/MDPE ferrule/flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/Gl union 15 mm dia (medium class), brass/SS tap etc all complete and all items / fittings shall be complying with the relevent BIS Codes. Rates also include excavation, cutting of road if required refilling the trenches and restoration of road with minimum M-20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connecrion (whichever is richer), construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complite items.
-
-
-
For connection with 20 mm dia MDPE pipe more than 5 meter & upto 10 meter and CONCRETE ROAD CROSSING is necessary.PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 17.41.2
551
-
3020
For connecrion with 20 mm dia MDPE pipe upto 5 meter and road crossing is not required. (Distribution pipe line is on the same side of house) PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 17.41.3
430
-
2030
For connection with 20 mm dia MDPE pipe more than 5 meter & upto 10 meter and road (OTHER THAN CONCRETE ROAD) crossing is necessary. PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 17.41.5
392
-
2230
Fabrication, providing and fixing of typical information board of size 2.40 m x 1.80 m made out as detailed below -
1. Three vertical support made out from 1OO mm x 50 mm, 6.0 mm thick channel. This shall be minimum 1.0 m below GL and 3.00 m above GL. The Channel shall be erected on 600 mm x 600 mm x 1000 mm foundation blocks at appropriate depth made of cement concrete 1:2:4.
2. The board shall be fabricated from 1.6 mm thick MS sheet of size 2.40 m x 1.80 m, The frame of board shall be fabricated with 50 mm x 50 mm x 5 thick angle with one horizontal additional support in center with same angle.
3. Whole structure shall be painted by standard color with lettering border, heading and logo etc using synthetic enamel paint of superior quality including welding, excavation, concreting , painting of base, border and lettering, painting and other required details etc complete as directed by Engineer in charge. PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 17.47 Page 07
5
-
27000
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