Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date30 Oct 2020
Closing Date16 Nov 2020
Tender Amount₹ 2,40,36,100
Costs
EMD
₹ 2,40,361Document Cost
₹ 15,000Tender Fee
₹ 1,534
Description
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Contact
Tender Id
2020_PHED_112813_1Bid Award Id
ViewTender No
25/20-21Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
GEM & Bid Advisory Services
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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 of joints, cost of pipes & heavy duty sockets and jointing materials all complete. Pipes and sockets confirming to IS:1239-2011 Part-II.
PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 17.38.1 P. 3
50 mm dia, class medium with heavy duty seamless sockets
1850
-
285
Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make.
4.0 Sq.mm.multi strand
PHE (03.07.2018) uSOR. Item.no. 24.20.107 (ii)/p-267
3760
-
167
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
4
-
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
10
-
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 (i) P. 268
10
-
22252
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.
All kind of soil
PHE (03.07.2018) uSOR. Item.no. 16.4 P. 207
(a) Rising Main Pipeline
267.48
-
140
(b) Distribution Pipeline
11788.56
-
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.
In ordinary or Soft rock with or without blasting or bituminous pavement / cement concrete road.
PHE (03.07.2018) uSOR. Item.no. 16.6(a) P. 208
(a) Rising Main Pipeline
178.32
-
255
(b) Distribution Pipeline
7859.04
-
255
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 m lead as per direction of engineer-in- charge.
Nominal concrete 1:3:6 or richer mix ( i/c equivalent
design mix )
PHE (03.07.2018) uSOR. Item.no. 16.15.1 P. 209
65.93
-
745
Providing, Laying, Jointing & field testing of HDPE pipes (High Density Polyethylene Pipes) confirming to IS 4984/14151/12786/13488 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
(a) 90 mm dia 8 Kg/ sq.cm
743
-
282
(b) 90 mm HDPE 6 kg/sqcm
30199
-
232
(c ) 110 mm HDPE 6 kg/sqcm
1499
-
388
(d) 125 mm HDPE 6 kg/sqcm
915
-
451
(e) 140 mm HDPE 6 kg/sqcm
133
-
563
Providing and fixing following check (non-return) valves Class-
II, confirming to IS-778/1984 (Reaffirmed 2005) female ends,
tested to 21.09 kg/sq.cmt.
PHE (03.07.2018) uSOR. Item.no. 6.8 P. 89
50mm dia (Flanged)
3
-
4045
Providing and laying including testing Bend 90̊ confirming to IS specifications
PHE (03.07.2018) uSOR. Item.no. 9.2 P. 122
(a) 90 mm HDPE 6 kg/sqcm
39
-
199
(b) 110 mm HDPE 6 kg/sqcm
5
-
264
(c ) 125 mm HDPE 6 kg/sqcm
2
-
379
(d) 140 mm HDPE 6 kg/sqcm
2
-
514
Providing and laying including testing Bend 45̊ confirming to IS specification. PHE (03.07.2018) uSOR. Item.no. 9.3 P. 123
(a) 90 mm HDPE 6 kg/sqcm
39
-
210
(b) 110 mm HDPE 6 kg/sqcm
5
-
312
(c ) 125 mm HDPE 6 kg/sqcm
2
-
434
(d) 140 mm HDPE 6 kg/sqcm
2
-
633
Providing and laying including testing Equal Tee confirming to IS specification PHE (03.07.2018) uSOR. Item.no. 9.3 P. 123
(a) 90 mm HDPE 6 kg/sqcm
39
-
300
(b) 110 mm HDPE 6 kg/sqcm
5
-
439
(c ) 125 mm HDPE 6 kg/sqcm
2
-
485
(d) 140 mm HDPE 6 kg/sqcm
2
-
663
Providing and laying including testing Reducer: confirming to IS specifications.
PHE (03.07.2018) uSOR. Item.no. 9.6 P. 124
(a) 90 mm HDPE 6 kg/sqcm
39
-
125
(b) 110 mm HDPE 6 kg/sqcm
5
-
127
(c ) 125 mm HDPE 6 kg/sqcm
2
-
133
(d) 140 mm HDPE 6 kg/sqcm
2
-
158
Providing and laying including testing End Cap confirming to IS specifications.
PHE (03.07.2018) uSOR. Item.no. 9.8 P. 124
(a) 90 mm HDPE 6 kg/sqcm
39
-
105
(b) 110 mm HDPE 6 kg/sqcm
5
-
110
(c ) 125 mm HDPE 6 kg/sqcm
2
-
132
(d) 140 mm HDPE 6 kg/sqcm
2
-
190
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
(a) Rising Main Pipeline
0.67
-
4695
(b) Distribution Pipeline
65.26
-
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. Item.no. 16.10 (b) P. 208
(a) Rising Main Pipeline
445.8
-
24
(b) Distribution Pipeline
17261.52
-
24
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
PHE (03.07.2018) uSOR. Item.no. 8.1 P. 111
(a) 50 mm dia (PN-1.0)
9
-
2432
(b) 80 mm dia (PN-1.0)
24
-
3397
(c ) 100 mm dia (PN-1.0)
3
-
4671
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 Page 07
53
-
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
(a) 40 mm dia (PN-1.0)
11
-
3254
(b) 50 mm dia (PN-1.0)
2
-
3853
(c ) 65 mm dia (PN-1.0)
2
-
4066
(d) 80 mm dia (PN-1.0)
2
-
5673
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
(a) 20 KL (Item No. 26.2.1 Page 17)
4
-
289000
(b) 40 KL (Item No. 26.2.3 Page 17)
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 only be used with item no 26.2 only in cases where pumphouse to be constructed above the proposed sumpwell.
PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 26.3/18
5
-
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 staging height from GL :- PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 26.1 P. 14 & 15
150 Kilo Litres Staging Height 12 Mt. Meter (Item No. 26.1.5 Page 14)
1
-
1818000
Fabrication, supply & erection of 5m high Mild Steel (MS) staging structure including foundation and 1x5 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
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 2050 kg. Complete turnkey job.
PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 26.6/20
3
-
358000
Providing and fixing G.I chain link fabric fencing of required width in mesh size 25 x 25 mm made of G.I 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.
PHE (03.07.2018) uSOR. Addendum order No 254 dated 06.08.2020 Item No. 17.35 Page 03
158.62
-
770
Providing and fixing 1mm thick M.S. sheet door shutters with frame and diagonal braces of 40x40x6 mm angle iron, 3mm M.S. gusset plates at the junctions and corners i/c all necessary fittings complete including applying a priming coat of approved steel primer. with diagonal braces and central cross pieces of M.S. angle / flats as required.
PHE (03.07.2018) uSOR item 16.26 Page 212
3.38
-
2892
Providing and making Consumer Service Connection (Functional House 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 than 100 gm in weight)/MDPE ferrule/flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/GI union 15 mm dia (medium class), brass/SS tap etc all complete and all items/fittings shall be complying with the relevant 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 connection (whichever is richer), construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items. (a) 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 Page 04
154
-
3020
(b) 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 Page 05
687
-
2030
(c ) 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 Page 05
154
-
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
1
-
27000
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
27.36
-
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
6.84
-
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. Thermo-Mechanically Treated bars.(TMT)
MPPWD SOR 01.08.2014 Item No. 5.16.6/68
815.96
-
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
11.2
-
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
44.69
-
240.3
Centering and shuttering including strutting, propping etc. and removal of form for : (a) Lintels, beams, girders, bressumers and cantilevers.
MPPWD SOR 01.08.2014 Item No. 5.9.5/66
10.49
-
204.3
(b) Foundations, footings, bases of columns, etc. for concrete up to plinth level.
MPPWD SOR 01.08.2014 Item No. 5.9.1/66
31.92
-
156.6
Columns, Pillars, Piers, Abutments, Posts and Struts.
MPPWD SOR 01.08.2014 Item No. 5.9.6/66
24.62
-
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
2.28
-
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 - Grade Concrete - coping MPPWD SOR 01.08.2014 Item No. 4.2.1.2/45
1.06
-
4659.3
Brick Work With Well Brunt Open Bhatta, Bricks, Crushing Strength Not Less Than 25kg/sqcm and water absorpt ion not more than 20% 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. 6.6.2/85
14.17
-
3915
12 mm cement plaster of mix : 1:6 (1 cement : 6 sand) MPPWD SOR 01.08.2014 Item No. 13.1.2/244
182.4
-
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
182.4
-
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
25.46
-
64.8
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
2.4
-
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
0.6
-
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. Thermo-Mechanically Treated bars.(TMT)
MPPWD SOR 01.08.2014 Item No. 5.16.6/68
61.37
-
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
0.96
-
4681.8
Centering and shuttering including strutting, propping etc. and removal of form for : (a) Foundations, footings, bases of columns, etc. for concrete up to plinth level.
MPPWD SOR 01.08.2014 Item No. 5.9.1/66
3.6
-
156.6
(b) Columns, Pillars, Piers, Abutments, Posts and Struts.
MPPWD SOR 01.08.2014 Item No. 5.9.6/66
3.24
-
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
0.2
-
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. 13.55.1/250
4.2
-
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
2.11
-
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
150
-
61.83
Painting With Synthetic enamel paint of approved brand and manufacture to give an even hade : 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. 13.68.1 page 252
4.5
-
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
(a) Capacity 5000 LPH
7
-
56300
(b) Capacity 10000 LPH
1
-
100800
140 Kg., 8.0 Mtrs. long PCC poles
M-0501004
1
-
1722
D.C.cross- arm of ISMC channel of 100 X 50X6 mm., suitable for 8' centre M-0502104
1
-
3717
Clamps for 140 kg PCC pole (50x6 mm Flat)
M-0502091
2
-
97
11 KV (45KN) 16mm FRP with 25mm per KV creepage Disc Insulator Polymer M-0602007
3
-
110
11KV Strain hard ware fitting M-0404210
3
-
84
11 KV Pin insulator Polymer Composite (5KN) FRP dia 24mm M-0602002
2
-
144
Horizontal and cross bracing 8' centre M-0502395
1
-
4243
Back Clamp sutiable for 140 kg. PCC pole M-0502030
4
-
71
Painted Stay set 16 mm. complete turn buckles M-0502230
2
-
384
Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set ) M-0403019
11
-
53
Clamps for 140 kg PCC pole (50x6 mm Flat) M-0502091
2
-
97
Stay insulator M-0601036
2
-
12
Stone Block/Pre cast block for base pedding 450x450x75mm
P-0702056
1
-
211
Concreting of PCC pole @0.30 cmt per pole ( with Muffing) (1:3:6) P-0001011
0.45
-
3742
Concreting of stay @ 0.2 cmt. per stay (1:3:6) P-0001003
0.4
-
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
1
-
97
Earthing for PCC Pole 4.00 mm-8 SWG G.I wire- 0.8 Kg, per pole) M-0403173
0.8
-
52
Red oxide paint M-1214001
0.6
-
67
Aluminium paint M-1214002
0.6
-
142
Anti climbing devices M-0403016
2
-
219
Danger Boards Enamalled Type 11KV M-0502429
1
-
50
M.S.Nuts and Bolts M-0403208
6
-
59
Labour charges
1
-
2460
140 Kg., 8.0 Mtrs. long PCC Poles M-0501004
14
-
1722
11 KV 'V' cross-arms angle type (65x65x6 mm angle) M-0502010
14
-
814
Back clamps (50x6 mm flat) for 140 kg PCC Pole M-0502030
28
-
71
11 KV Top clamps angle type 65x65x6 mm
M-0502060
14
-
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
14
-
97
11 KV Pin insulator Polymer Composite (5KN) FRP dia 24mm M-0602002
42
-
144
AAAC Conductor Rabbit with 3 % Sag M-0401013
3.1
-
25885
Jointing Sleeves suitable for 55 Sq. mm.Al. Eq. AAAC conductor M-0404233
6
-
70
Painted Stay set 16 mm. complete turn buckles M-0502230
6
-
384
Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set )
M-0403019
33
-
53
Clamps for 140 kg PCC pole (50x6 mm Flat) M-0502091
6
-
97
Stay insulator M-0601036
6
-
12
Back filling of poles with boulders. M-0001001
14
-
103
Earthing for PCC Pole 4.00 mm-8 SWG G.I wire- 0.8 Kg, per pole) M-0403173
11.2
-
52
Stone Block/Pre cast block for base pedding 450x450x75mm P-0702056
14
-
211
Concreting of stay @ 0.2 cmt. per stay (1:3:6) P-0001003
1.2
-
3742
Red oxide paint M-1214001
0.5
-
67
Aluminium paint M-1214002
0.5
-
142
Anti climbing devices M-0403016
14
-
219
Danger Boards Enamalled Type 11KV M-0502429
14
-
50
M.S.Nuts and Bolts M-0403208
3
-
59
Binding wire and tape M-0404370
18
-
256
Labour charges
1
-
33208
DTR 11/0.4 KV BIS EE-Level-2 25 KVA M-0114004
1
-
44094
140 Kg., 8.0 Mtrs. long PCC Poles M-0501004
2
-
1722
D.C.cross-arm of 100 X50 X 6 mm., 8' centre M-0502104
1
-
3717
Clamp for 8 Mtr PCC Pole Size-610 mm ,Wt- 1.46 Kg using 50X6 mm Ms Flat M-0502091
2
-
97
11 KV (45KN) 16mm FRP with 25mm per KV creepage Disc Insulator Polymer M-0602007
3
-
110
11KV Strain hard ware fitting M-0404210
3
-
84
11 KV D.O. fuse & Lightening Arrestor mounting channel (75X 40 X 6 mm.) M-0502210
1
-
1278
Back Clamp for 8 Mtr PCC Pole Size- 448 mm ,Wt- 1.075 Kg using 50X6 mm Ms Flat M-0502030
2
-
71
11 KV D.O. fuse unit M-0201142
3
-
735
9 KV Gapless type ( 5KA) Polymer for DTR M-0201106
3
-
281
Transformer mounting DC cross-arm 100 X 50 x 6 mm, channel. M-0502131
1
-
3474
Transformer belting with 50 X 50 X 6 mm.angle with two cross fixing channels M-0502137
1
-
2046
Clamp for 8 Mtr PCC Pole Size-610 mm ,Wt- 1.46 Kg using 50X6 mm Ms Flat M-0502091
4
-
97
Stay set 16 mm. Painted complete with turn buckles M-0502230
4
-
384
Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set ) M-0403019
22
-
53
Stay insulator M-0601036
4
-
12
Clamp for 8 Mtr PCC Pole Size-610 mm ,Wt- 1.46 Kg using 50X6 mm Ms Flat M-0502091
4
-
97
Stone Block/Pre cast block for base pedding 450x450x75mm
P-0702056
2
-
211
Concreting of PCC pole @ 0.30 cmt. per pole (1:3:6)
P-0001011
0.6
-
3742
Concreting of Stay @ 0.2 cmt. per stay (1:3:6) P-0001003
0.8
-
3742
AAA Conductor Rabbit for Jumper M-0401013
0.03
-
25885
Danger Boards Enamalled Type 11KV M-0502429
1
-
50
HT Bi-metallic Clamp for DTR M-0118022
3
-
60
LT Bi-metallic Clamp for DTR 12 mm M-0118019
4
-
105
Earthing set M-0403097
1
-
4290
Anti climbing devices M-0403016
2
-
219
Red oxide paint M-1214001
1
-
67
Aluminium paint M-1214002
1
-
142
M.S.Nuts and Bolts M-0403208
14
-
59
Meter cum protection box for 16/25 KVA DTR M-0304009
1
-
17900
35 Sq.mm. XLPE insulated Single core Unarmoured cable
M-0402078
0.12
-
24625
Three phase meter 20-80 Amps.with L.S. & TOD Facility with box M-0302028
1
-
2746
Labour charges
1
-
9147
140 Kg.,8.0 Mtr. long PCC Support M-0501004
20
-
1722
A.B Cable hanging clamps/ tension clamps (Galvanized) M-0404205
6
-
298
Suspension Clamp with attachment M-0404219
14
-
238
Clamp for Neutral M-0404223
20
-
24
Piercing connector Type-I for single phase/three phase(Main 16-50 sq.mm. tape- of 16-50 sq.mm) M-0404282
60
-
69
Piercing connector Type-II (Main 16-50 sq.mm. tape- of 16-50 sq.mm) M-0404283
40
-
37
1100 Volts Grade Aerial bunched XLPE Cable 2x35+1x16+1x35 sq.mm.(insulated nuetral massenger)
M-0402102
1.05
-
67684
Stay set 16 mm. complete without stay wire (Painted)
M-0502230
12
-
384
Stay wire 7/3, 15 mm. (5.5 kg.stay wire per stay set )
M-0403019
66
-
53
Clamps for 140 Kg. PCC Pole (50x6 mm flat)
M-0502091
32
-
97
Stay Insulator M-0601036
12
-
12
Back filling of pole pit with boulder M-0001001
20
-
103
Stone Block/Pre cast block for base pedding 450x450x75mm P-0702056
20
-
211
Concreting of stay @ 0.2 cmt. per stay P-0001003
2.4
-
3742
M S Nuts and bolts M-0403208
30
-
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
5
-
97
Earthing for PCC Pole 4.00 mm-8 SWG G.I wire- 0.8 Kg, per pole) P-0403173
16
-
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
10
-
825
Labour charges
1
-
47376
Evaluation Notes How It Works ?
Potential Partner
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