State Agricultural Marketing Board Tender
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State Agricultural Marketing Board Tender
Civil And Construction
Electrical Goods and Equipments
Electrical and Electronics
Eprocure
Opening Date18 Jan 2024
Closing Date23 Jan 2024
Tender Amount₹ 14,76,785
Costs
EMD
₹ 14,768Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_OSAMB_99826_1Bid Award Id
ViewTender No
RMC/Kendrapara/01/2023-24Tender Authority
State Agricultural Marketing Board ViewPurchaser Address
-Website
http://http://www.osamboard.org/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Straight Cross arm 100x50x6mm, 9.56KG/Mtr., each chanel length 0.306 mtr., 2 nos chanel required= (2x 9.56x0.306 )
5.85
387
66.14
11KV pin insulator polymer
2
452
226.28
H.W fitting (B&S) 70KN 3Bolted
3
1187
395.99
Disc Insulator (B&S) 70KN polymer
3
3903
1301.1
PG Clamp for 100sqmm AAA conductor
3
1629
543.07
55 mm2 AAAC conductor
0.12
4073
33941.7
H.T Stay clamp, 50x8mm, flat 3.14kg/Mtr, 0.551Mtr. Length 2 nos qty. required (1Pair)
1
141
141.42
H.T stay set (Complet)
1
1187
1187.96
H.T stay Insulator Type -c
1
56
56.57
7/10 SWG Stay Wire 15/Kg/Stay
15
1382
92.15
GI Nut Bolt & washer of different sizes (7.433kg each Cut Pole)
2
176
88.25
Stock, Storage & Insurance i.e 3%
1
496
496.7
Contigency @ 3%
1
511
511.6
Tools & Plants @ 2%
1
286
286.29
Transportation @ 7.5%
1
1279
1279
Erection Charges @ 10% (except Trf/Breaker/WPB/ H-Pole/HT stay set/PSC pole)
1
5357
5357.99
Contigency @ 3%
1
1332
1332.86
Tools & Plants @ 2%
1
888
888.57
Transportation @ 7.5%
1
3332
3332.14
Erection Charges @ 5% on Trf/Breaker/Joist
1
1329
1329.42
Erection Charges @ 10% (except Trf/Breaker/WPB/ H-Pole/HT stay set/PSC pole)
1
1784
1784.02
Erection Charges @ 10% (except Trf/Breaker/WPB/ H-Pole/HT stay set/PSC pole)
1
1431
1431.48
Civil & Services Work
-
-
-
Fixing of complet 11kv line complet stay includes 1) Turn Buckle Assembly 2) Stay Rod & stay plate 3) Stay insulator $0 stay wire 5) stay clamps with nut &Bolts BA will do the exavation including excavation, supplyof 0.5Cum cement concret foundation 1:2:4 size( (500mmx500mmx800mm) using 20mm BHG metal with labour and material as per TPCODL Drawing & standard .
1
1958
1958.18
Concreting ratio 1:1 5:3 (500mmx500mmx1800mm)=0.45Cu. Mtr
0.45
2545
5656.95
Couping ratio 1:1 5:3 (500mmx500mmx4500mm)=0.1125Cu. Mtr
0.11
622
5656.95
Part B : Installation of 01 No. of 11/0.4 250 KVA plinth mounted DSS (Refer SLD C)
-
-
-
No. of Plinth Mounted DSS
(Ref. Drawing No.- TPCODL/IPDS/DTR/0002)
-
-
-
WPB (GI) Pole 160x152(11 Mtr. Long,(30.44Kg/Mtr.)
2
51627
25813.97
9 Mtr long 300kg PSC Pole(Forn Raising of LT ABC)
1
3394
3394.17
WPB (GI) Pole 160x152(11 Mtr. Long,(30.44Kg/Mtr.)
2
51627
25813.97
9 Mtr long 300kg PSC Pole(Forn Raising of LT ABC)
1
3394
3394.17
Pole clamp for eye hook for(XLPE Aerial bunched cable)
2
452
226.28
Eye hook for XLPE Aerial bunched cable
2
135
67.88
Dead end clamp suitable for messenger XLPE Aerial bunched cable
2
147
73.54
Top Channel 100X50X6mm,(3000 mm long) (9.56 KG/Mtr.2 nos), each (2x3.000x9.56=57.36kg)
57.36
4958
86.45
Fish plate 50x6mm, 2.36kg/Mtr. each 0.280mtr. Length 6nos required= (6x2.36x0.280)
3.97
336
84.85
Double pole Belting channel 75x40x4.8mm., each angel length 3.0 mtr 2 nos chanel required =(7.14x3x2)
42.84
2833
66.14
50 x 50 x 6 mm GI Bracing Angel 4.5kg/mtr each angel length 3.512mtr. 2 nos angel required = (4.5x3.512x2)
31.61
2090
66.14
AB Swith Mounting Channel 75x40x4.8 -GI Chanel 3000mm.long,.(7.14Kg per mtr. 2 nos)(each 2x3.000x7.14=42.84kg) channel required
42.84
2833
66.14
AB Swith side support Channel 100x50x6mm 9.56 KG/Mtr. Each channel length mtr. 0.35 2 nos channel required =(9.56x2x0.35)
6.69
442
66.14
Channel support for down pipe 75x40x4.8 (7.14Kg per mtr.)each channel lenght -0.8 mtr.long, 1 nos.channel required =(7.14x0.8x1)
5.71
377
66.14
HG/DO Fuse, Mounting Channel 75x40x4.8mm GI channel -3000mm.long (7.14Kg per mtr. 2 nos)(each 2x3.000x7.14=39.98kg)
42.84
2833
66.14
Cantilever support chhanel 75 x 40 x 4.8 mm GI chhanel (0.81 mtrs. Long 2 nos.)7.14Kg/ mtr.2 nos (Each 2x0.810x7.14=11.57kg)
11.57
765
66.14
Cantilever support Angel 50x50x6 mm GI (1282 mm. Long)4.5Kg/ mtr.2 nos (Each 2x1.282x4.5=11.54kg)
11.54
763
66.14
50X6 mm GI Flat for earthing 2.36 Kg/mtr (2.5x7 mtr) for mesh formation 12 Mtr for LA and 2.5 Mtr for raising, 11 Mtr for AB switch, 2.8 Mtr fro HG fuse, 5x2 mtr for DTR Neutral (1.3+4.5)mtr for DTR body 0.5 Mtr for LTDB & AB switch operating handle, 3 mtr for fencing(Each 65.6x2.36=154.81kg)
120.3
11960
99.42
250KVA, 11/0.4KV (cu) Transformerwith Tap changer BIS energy Level-II
1
498864
498864.66
L.T. Distribution box with MCCB, Aluminum Busbar of single Bay with kit kat fuse for 250KVA S/S
1
54306
54306.72
55 mm2 Alloy Almunium conductorAAAC- PVC insulated (50 Mtr each Dtr.)
50
2403
48.08
1c x 400mm2 LT XLPE Cable(UN-Armoured)
120
37561
313.01
AB Switch (11KV, 200A. 3 Pole 50 Hz )
1
8315
8315.72
HG Fuse (11KV, 200A.3 pole)
1
6924
6924.11
PG clamp of 55 sq mm AAA conductor
6
3258
543.07
DISC Insulator (B & S) 70KN Polymer
3
3903
1301.1
H.W. Fitting (B & S ) 70 KN 3 Bolted
3
1187
395.99
Lightning Arrestor (12 KV . 10 KA) Station Class 2
3
12049
4016.44
11 KV Pin Insulator Polymer
3
678
226.28
H.T. Stay set (Complete )
2
2375
1187.96
H.T. Stay clamp (1.9 Kg/ Pair )
2
282
141.42
H.T. Stay Insulator TYPE-C
2
113
56.57
7/10 SWG GI Stay Wire Grade-2 (15 Kg / Stay)
30
2545
84.85
40mm nominal bore GI pipe (medium gauge) earthing device with 3 mtr. Long
7
8315
1187.96
GI Nuts & Bolts of Assorted size(25kg/DSS DP)
25
2206
88.25
GI barbed wire anticlimbing device 3 Kg. Per support
2
181
90.51
Back Clamp for anticlimbing device 25x3mm flat, 0.59Kg/Mtr Flat of 0.51mtr length 8 nos=(8x0.59x0.510)
0.6
50
84.85
Danger Plate 11 KV
1
90
90.51
Back Clamp for Danger Plate 25x3mm flat, 0.59Kg/Mtr Flat of 0.51mtr length 2 nos=(2x0.59x0.510)
-
-
-
Name Plate
2
375
187.99
Structure Numbering and Marking
1
248
248.91
Yellow colour Paint for BacKground
1
21988
21988.59
GI barbed wire anticlimbing device 3 Kg. Per support
6
543
90.51
Back Clamp for anticlimbing device 25x3mm flat, 0.59Kg/Mtr Flat of 0.51mtr length 8 nos=(8x0.59x0.510)
2.41
204
84.85
Danger Plate 11 KV
2
181
90.51
Back Clamp for Danger Plate 25x3mm flat, 0.59Kg/Mtr Flat of 0.51mtr length 2 nos=(2x0.59x0.510)
0.6
51
84.85
Name Plate
1
90
90.51
Structure Numbering and Marking
-
-
-
Yellow colour Paint for BacKground
2
375
187.99
Black colour Paint for Numbering
1
248
248.91
Stock, Storage & Insurance i.e 3%
1
21988
21988.13
Contigency @ 3%
1
22648
22648.25
Tools & Plants @ 2%
1
1424
1424.87
Transportation @ 7.5%
1
56620
56620.63
Erection Charges @ 5% on Trf/Breaker/Joist
1
28350
28350.37
Erection Charges @ 10% (except Trf/Breaker/WPB/ H-Pole/HT stay set/PSC pole)
1
13170
13170.78
Erection Charges @ 20% of PSC Pole-Not tobe used for 33 KV
1
699
699.2
Civil & Service Works
-
-
-
Concreting ratio 1:1.5:3 (500mm x 500mmx1800mm ) = 0.450 Cum Mtr(for WPB pole)
0.9
5091
5656.95
Concreting ratio 1:1.5:3 (500mm x 500mmx450mm ) = 0.113 Cum Mtr
0.23
1278
5656.95
Fixing of stay set with 0.5Cum cement concret foundation 1:3:6 size ( 900mmx600mmx900mm) using 40mm BHG metal with all labour and material except stay set , stay wire , stay insulator .
2
3916
1958.18
Construction id earthing chamber including insallation of earthing pipe, making earth chamber including excavation, soil treatment with betonide power, calculation of earth resistance, including installation of 3Mtr GI pipe 40 mm/50mm including weilding of GI flat around the pipe
7
22540
3220.11
LTDB Plinth
1
2610
2610.9
DTR Plinth
1
21757
21757.5
Laying of 1c x 400mm2 LT XLPE Cable
120
8700
72.5
Supply and errection of GI fencing with gate
20
62661
3133.08
Concreting ratio 1:1.5:3 (500mm x 500mmx1500mm ) = 0.375 Cum Mtr(for PSC pole0
0.38
2121
5656.95
Part-C Construction of 0.45 KM LT line using 9 Mtr. PSC Pole & (4Cx70+1Cx70+1Cx16) Sq. mm. LT AB Cable
-
-
-
AB Cable LT Line Length in KM with 33 Mtr. Span (Ref. Drawing No.-TPCODL-…….)
-
-
-
9 Mtr long 300kg PSC Pole
15
50912
3394.17
L.T. Stay set (Complete )
6
3529
588.32
7/12 SWG GI Stay Wire Grade-2
72
6109
84.85
L.T. Stay clamp (1.40 Kg/ Pair )
6
746
124.45
L.T. Stay Insulator
6
203
33.94
L.T Accessories with Eye Hook and Clamp
-
-
-
Pole clamp for EYE hook for(XLPE Aerial bunched cable)
23
5204
226.28
EYE hook for XLPE Aerial bunched cable (25-70 sq.mm)
15
1018
67.88
Dead End clamp suitable for messenger XLPE Aerial bunched cable(25-70 sq.mm)
15
1103
73.54
Suspension Clamp with EYE Hook for ABC (25-70 sqmm)
8
3077
384.67
4Cx70mm²(P)+1cx70mm²(M)+1Cx16mm²(Street light)(LT AB cable)
352
107360
305
4 Way Sevice Dist. Box with kit Kat fuse & Almunium bus Bar.
8
20002
2500.37
Insulated piercing conector Type-A main 50 to 150 sqmm &
56
5598
99.98
GI pipe earthing (Each 5th pole to earth)
3
3563
1187.96
Coil Earthing
11
2065
187.81
No-8 GI wire (Dia 4.6mm)(0.131 Kg/mtr)-2 Mtr. For connecting pole with coil earthing.
3.67
311
84.85
Danger Plate LT
14
1391
99.42
Back Clamp for Danger Plate 25x3mm flat, 0.59Kg/Mtr Flat of 0.51mtr length 4 nos=(4x0.59x0.510)
4.21
397
94.42
GI barbed wire anticlimbing device 3 Kg. Per support
42
4956
118
Back Clamp for anticlimbing device 25x3mm flat, 0.59Kg/Mtr Flat of 0.51mtr length 4nos=(4x0.59x0.510)
16.85
1429
84.85
GI Nuts, Bolts & washerof Different size(0.5kg/Pole)
7
617
88.25
Black Paint
14
3743
267.42
Yellow colour paint for Background
28
5439
194.27
Stock, Storage & Insurance i.e 3%
1
7658
7658
Contigency @ 3%
1
4625
4625
Tools & Plants @ 2%
1
4857
4857
Transportation @ 7.5%
1
19542
19542
Erection Charges @ 5% on Trf/Breaker/Joist
-
-
-
Erection Charges @ 10% (except Trf/Breaker/WPB/ H-Pole/HT stay set/PSC pole)
1
22356
22356
Erection Charges @ 20% of PSC Pole-Not tobe used for 33 KV
1
9956
9956
Civil & Service Works
-
-
-
Fixing of LT complet stay iSet ncludes 1) Turn Buckle Assembly 2) Stay Rod & stay plate 3) Stay insulator $0 stay wire 5) stay clamps with nut &Bolts BA will do the exavation including excavation, supplyof 0.5Cum cement concret foundation 1:2:4 size( (500mmx500mmx800mm) using 20mm BHG metal with labour and material ( Excavation of earth will be be done of size 500x500x1500mm)
6
11749
1958.18
Concreting ratio 1:1.5:3 (500mm x 500mmx1500mm ) = 0.375 Cum Mt
5.25
31311
5964
Construction id earthing chamber including insallation of earthing pipe, making earth chamber including excavation, soil treatment with betonide power, calculation of earth resistance, including installation of 3Mtr GI pipe 40 mm/50mm including weilding of GI flat around the pipe
3
10278
3426
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