Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Eprocure
Opening Date
21 Jan 2021Closing Date
30 Jan 2021Tender Amount
₹ 3,79,35,200Costs
EMD
₹ 3,79,352Document Cost
₹ 15,000Tender Fee
₹ 1,534
Description
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Contact
Tender Id
2021_PHED_124998_1Tender No
51/20-21Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity of Three Phase, 50 Hz, 415V, deep well submersible pump Steel body, suitable for 6"tube well with Control Panel Starter suitable for Submersible pump with dry run protection, single phase preventer, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe and connection cable7.5 H.P. with 15 stages, Head Mt. 138-60 Discharge LPM 60-270
PHE (03.07.2018) uSOR. Item.no. 24.20.106/
p-267
2
-
58883
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. 50 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
2928
-
285
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
150
-
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
4680
-
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
200
-
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
4
-
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 (ii) 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
2
-
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
4752
-
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
15018
-
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
-
-
-
90 mm dia pipe (8Kg/
sq.cm :) Rising main
3000
-
282
110 mm dia pipe (8Kg/
sq.cm :)
Rising main
1100
-
426
63 mm dia pipe (6Kg/
sq.cm :)
6600
-
114
75 mm dia pipe (6Kg/
sq.cm :)
7600
-
164
90 mm dia pipe (6Kg/
sq.cm :)
10500
-
232
110 mm dia pipe (6Kg/
sq.cm :)
3500
-
388
140 mm dia pipe (6Kg/
sq.cm :)
650
-
563
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
6
-
10375
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.
PHE (03.07.2018) uSOR. Item.no. 6.7 P. 89
16
-
3371
90 mm dia pipe (8Kg/
sq.cm :) Rising main
30
-
213
63 mm dia pipe (6Kg/
sq.cm :)
12
-
83
75 mm dia pipe (6Kg/
sq.cm :)
13
-
129
90 mm dia pipe (6Kg/
sq.cm :)
18
-
199
110 mm dia pipe (6Kg/
sq.cm :)
7
-
264
140 mm dia pipe (6Kg/
sq.cm :)
3
-
514
Providing and laying including testing Bend 45̊ confirming to IS specification. PHE (03.07.2018) uSOR. Item.no. 9.3 P. 123
-
-
-
90 mm dia pipe (8Kg/
sq.cm :) Rising main
20
-
210
63 mm dia pipe (6Kg/
sq.cm :)
10
-
96
75 mm dia pipe (6Kg/
sq.cm :)
9
-
146
90 mm dia pipe (6Kg/
sq.cm :)
11
-
210
110 mm dia pipe (6Kg/
sq.cm :)
6
-
312
140 mm dia pipe (6Kg/
sq.cm :)
3
-
633
Providing and laying including testing Equal Tee confirming to IS specification PHE (03.07.2018) uSOR. Item.no. 9.4 P. 123
-
-
-
75 mm dia pipe (6Kg/
sq.cm :)
18
-
453
90 mm dia pipe (6Kg/
sq.cm :)
16
-
305
110 mm dia pipe (6Kg/
sq.cm :)
14
-
102
125 mm dia pipe (6Kg/
sq.cm :)
17
-
169
125 mm dia pipe (6Kg/
sq.cm :)
22
-
300
140 mm dia pipe (6Kg/
sq.cm :)
9
-
439
160 mm dia pipe (6Kg/
sq.cm :)
3
-
663
Providing and laying including testing
Reducer: confirming to IS
specifications.
PHE (03.07.2018) uSOR. Item.no. 9.6 P. 124
-
-
-
63 mm dia pipe (6Kg/
sq.cm :)
6
-
91
75 mm dia pipe (6Kg/
sq.cm :)
7
-
116
90 mm dia pipe (6Kg/
sq.cm :)
8
-
125
110 mm dia pipe (6Kg/
sq.cm :)
3
-
127
140 mm dia pipe (6Kg/
sq.cm :)
3
-
158
Providing and laying including testing
End Cap confirming to IS
specifications. .PHE (03.07.2018) uSOR. Item.no. 9.8 P. 124
-
-
-
63 mm dia pipe (6Kg/
sq.cm :)
18
-
75
75 mm dia pipe (6Kg/
sq.cm :)
20
-
93
90 mm dia pipe (6Kg/
sq.cm :)
27
-
105
110 mm dia pipe (6Kg/
sq.cm :)
1
-
110
Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone
excluding cost of centering & shuttering.
In Plinth & foundation 1:2:4 (M-15)PHE (03.07.2018) uSOR Page no. 210/ Item 16.23
601.2
-
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)
19770
-
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 & fixing of following Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap
including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete (1) 80 mm dia (PN-1.0)PHE (03.07.2018) uSOR. Item.no. 8.1 P. 111
4
-
3397
50 mm dia (PN-1.0)
4
-
2432
Providing and laying in position following cast iron flanged spigotb (tail piece)
PHE (03.07.2018) uSOR. Item.no. 3.11/36
-
-
-
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
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
1
-
289000
30 KL Sump well
2
-
325000
40 KL Sump well
1
-
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
4
-
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
-
-
-
100 KL, 12 MTR stagging Height from GL
2
-
1458000
75 KL, 12 MTR stagging Height from GL
1
-
1377000
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
4
-
251000
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
11
-
358000
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
1700
-
770
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 100 mm x
50 mm, 6.0 mm thick channel. This shall beminimum 1.0 m below GL and 3.00 m above GL.
The Channel shall be erected on 600 mm x 600mm 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 ofboard shall be fabricated with 50 mm x 50 mm x 5thick angle with one horizontal additional support in center with same angle.
3. Whole structure shall be painted by standardcolor with lettering border, heading and logo etcusing synthetic enamel paint of superior quality including welding, excavation, concreting, paintingof base, border and lettering, painting and otherrequired details etc complete as directed byEngineer in charge.Item 17.47
IInd ADDENDUM OF (USOR) w.e.f. 03.07.2018 Item No. 17.47 Page 07
3
-
27000
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
89.28
-
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
3158.64
-
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
31.02
-
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
134.07
-
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
31.47
-
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
42.48
-
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
209.82
-
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
4
-
27942
Capacity 3000 LPH
3
-
53900
Capacity 5000 LPH
1
-
56300
Capacity 15000 LPH
2
-
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
9
-
1722
D.C.cross- arm of ISMC channel of 100 X 50X6 mm., suitable for 8' centre M-0502104
9
-
3717
Clamps for 140 kg PCC pole (50x6 mm Flat)
M-0502091
18
-
97
11 KV (45KN) 16 mm FRP with 25 mm per KV creepage Disc Insulator Polymer M-0602007
27
-
110
11KV Strain hard ware fitting
M-0404210
27
-
84
11 KV Pin insulator Polymer Composite (5KN) dia 24 mm.
M-0602002
18
-
144
Horizontal and cross bracing 8' centre M-0502395
9
-
4243
Back Clamp sutiable for 140 kg. PCC pole
M-0502030
36
-
71
Painted Stay set 16 mm. complete turn buckles
M-0502230
18
-
384
Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set )
M-0403019
99
-
53
Clamps for 140 kg PCC pole (50x6 mm Flat)
18
-
97
Stay Insulator
M-0502036
18
-
12
Stone Block/Pre cast block for base pedding 450x450x75mm
P-0702056
9
-
211
Concreting of PCC pole @0.30 cmt per pole ( with Muffing)
P-0001011
2.7
-
3742
Concreting of stay @ 0.2 cmt. per stay P-0001003
3.6
-
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
9
-
97
Earthing for PCC Pole 4.00 mm-8 SWG G.I wire- 0.8 Kg, per pole) P-0403173
7.2
-
52
Red oxide paint
5.4
-
67
Aluminium paint
M-1214002
5.4
-
142
Anti climbing devices
M-0403016
18
-
219
Danger Boards Enamalled Type 11KV
M-0502429
9
-
50
M.S.Nuts and Bolts
M-0403208
54
-
59
Labour charges
9
-
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
63
-
1722
11 KV 'V' cross-arms angle type (65x65x6 mm angle)
M-0502010
63
-
814
Back clamps (50x6 mm flat) for 140 kg PCC Pole
M-0502030
126
-
71
11 KV Top clamps angle type 65x65x6 mm M-0502060
63
-
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
63
-
97
11 KV Pin insulator PolymerComposite ( 5KN) FRP dia 24 mm.
M-0602002
189
-
144
AAAC Conductor Rabbit with 3 % Sag
M-0401013
13.95
-
25885
Jointing Sleeves suitable for 55 Sq. mm. Al. Eq. AAAC conductor
M-0404233
27
-
70
Painted Stay set 16 mm. complete turn buckles
M-0502230
27
-
384
Stay wire 7/3, 15 mm. (5.5 kg.stay wire per stay set )
M-0403019
148.5
-
53
Clamps for 140 kg PCC pole (50x6 mm Flat)
M-0502091
27
-
97
Stay Insulator
M-0501036
27
-
12
Back filling of poles with boulders.
M-0001001
42
-
103
Earthing for PCC Pole 4.00 mm-8 SWG G.I wire- 0.8 Kg, per pole)
P-0403173
50.4
-
52
Concreting of stay @ 0.2 cmt. per stay P-0001003
63
-
211
Concreting of stay @ 0.2 cmt. per stay P-0001003
5.4
-
3742
Red oxide paint
M-1214001
2.25
-
67
Aluminium paint
M-1214002
2.25
-
142
Anti climbing devices
M-0403016
63
-
219
Danger Boards Enamalled Type 11KV
M-0502429
63
-
50
Binding wire and tape
M-0404370
13.5
-
256
M.S.Nuts and Bolts
M-0403208
81
-
59
Labour charges
4.5
-
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
9
-
44094
140 Kg., 8.0 M. long PCC poles
M-0501004
18
-
1722
D.C.cross-arm of 100 X50 X 6 mm., 8' centre
M-0502104
9
-
3717
Clamp for 8 Mtr PCC Pole Size-610 mm ,Wt- 1.46 Kg using 50X6 mm Ms Flat
M-0502091
18
-
97
11 KV (45KN) 16 mm FRP with 25 mm per KV creepage Disc Insulator Polymer
M-0602007
27
-
110
11KV Strain hard ware fitting
M-0404210
27
-
84
11 KV D.O. fuse & Lightening Arrestor mounting channel (75X 40 X 6 mm.) M-0502210
9
-
1278
Back Clamp for 8 Mtr PCC Pole Size- 448 mm ,Wt- 1.075 Kg using 50X6 mm Ms Flat
M-0502030
18
-
71
11 KV D.O. fuse unit
M-0201142
27
-
735
9 KV Gaples type (5KA) Polymer for DTR
27
-
281
Transformer mounting DC cross-arm 100 X 50 x 6 mm, channel
M-0502131
9
-
3474
Transformer belting with 50 X 50 X 6 mm.angle with two cross fixing channels
M-0502215
9
-
2046
Clamp for 8 Mtr PCC Pole Size-610 mm ,Wt- 1.46 Kg using 50X6 mm Ms Flat
M-0502091
36
-
97
Stay set 16 mm. Painted complete with turn buckles
M-0502230
36
-
384
Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set ) M-0403019
198
-
53
Stay Insulator
M-0601036
36
-
12
Clamp for 8 Mtr PCC Pole Size-610 mm ,Wt- 1.46 Kg using 50X6 mm Ms Flat
M-0502091
36
-
97
Stone Block/Pre cast block for base pedding 450x450x75mm
P-0702056
18
-
211
Concreting of PCC pole @ 0.30 cmt. per pole in M-7.5 (1:3:6)
P-0001011
5.4
-
3742
Concreting of Stay @ 0.2 cmt. per stay in M-7.5 (1:3:6)
P-0001003
7.2
-
3742
AAA Conductor Rabbit for Jumper
M-0401013
0.27
-
25885
Danger Boards Enamalled Type 11KV
M-0502429
9
-
50
HT Bi-metallic Clamp for DTR
M-0118022
27
-
60
LT Bi-metallic Clamp for DTR 12 mm
M-0118019
36
-
105
Earthing set M-0403097
9
-
4290
Anti climbing devices (Barbed wire 2.24 mm Dia (14 SWG) (3.5 Kg. wire per pole) M-0403016
18
-
219
Red oxide paint
M-1214001
9
-
67
Aluminium paint
M-1214002
3
-
142
M.S.Nuts and Bolts
M-0403208
126
-
59
Meter cum protection box for 16/25 KVA DTR
M-0304009
9
-
17900
35 Sq.mm. XLPE insulated Single core Unarmoured cable
M-0402078
1.08
-
24625
Three phase meter 20-80 Amps.with L.S. & TOD Facility with box
M-0302028
9
-
2746
Labour charges
9
-
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
-
-
-
140 Kg.,8.0 Mtr. long PCC Support M-0501004
60
-
1722
A.B Cable hanging clamps/ tension clamps (Galvanized) M-0404205
18
-
298
Suspension Clamp with attachment M-0404219
42
-
238
Clamp for Neutral M-0404223
60
-
24
Piercing connector Type-I for single phase/three phase(Main 16-50 sq.mm. tape- of 16-50 sq.mm) M-0404282
180
-
69
Piercing connector Type-II (Main 16-50 sq.mm. tape- of 16-50 sq.mm) M-0404283
120
-
37
1100 Volts Grade Aerial bunched XLPE Cable 2x35+1x16+1x35 sq.mm.(insulated nuetral massenger) M-0402102
3.15
-
67684
Stay set 16 mm. complete without stay wire (Painted) M-0502230
36
-
384
Stay wire 7/3, 15 mm. (5.5 kg.stay wire per stay set ) M-0403019
198
-
53
Clamps for 140 Kg. PCC Pole (50x6 mm flat) M-0502091
96
-
97
Stay Insulator M-0601036
36
-
12
Back filling of pole pit with boulder M-0001001
60
-
103
Stone Block/Pre cast block for base pedding 450x450x75mm P-0702056
60
-
211
Concreting of stay @ 0.2 cmt. per stay P-0001003
7.2
-
3742
M S Nuts and bolts M-0403208
90
-
59
Earthing Coil ( coil of 115 turns of 50 mm.dia. and 2.5 Mtrs. lead of 4.0 mm. G.I wire) M-0403096
15
-
97
Earthing for PCC Pole 4.00 mm-8 SWG G.I wire- 0.8 Kg, per pole) M-0403173
48
-
52
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
30
-
621
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
30
-
825
Labour charges
3
-
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
394
-
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
374
-
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
411
-
2230
Evaluation Notes How It Works ?
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