Electricity Department Tender
View complete overview of Goa Electricity Department Tender
Costs
EMD
₹ 19,816Document Cost
₹ 500Tender Fee
₹ 1,982
Description
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Contact
Tender Id
2024_ED_17686_1Bid Award Id
ViewTender No
Tender 04(24-25)Tender Authority
Electricity Department ViewPurchaser Address
-Website
http://eprocure.goa.gov.in
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Documents
Work of APS to Vanarmare Community at Nirancal Bethoda under the jurisdiction of Bethora Section office SD II Div X Ponda
BOQ Items
Supply of Meter Box single phase supply & fixing
20
14000
700
Supplying and fixing B series SP MCB, 240 V, suitable for lighting and other loads of following poles in the existing MCB DB complete with connections testing and commissioning etc as required"10 Amps MCB
20
6720
336
Supplying and fixing brass batten/ angle holder including connections etc as required.
20
1920
96
1.5 sq mm ISI marked FRLS PVC insulated single core copper conductor cable
120
2632
21.94
Supplying and fixing following size modular PVC box alongwith modular base and cover plate for modulator switches in recess etc. as required 4 Module Cat A
20
12620
631
Supply & fixing of 3 pin 5/6 A modular socket outlet ISI marked, Cat B
20
3380
169
Supply and fixing of SP 5/6 A one way piano switch ISI marked
40
2360
59
Supplying and fixing of following sizes of PVC casing caping alongwith accessories on surface as required.20mm casing capping
20
2040
102
Supplying and fixing of 20 mm dia GI pipe medium class
600
53400
89
Supply of 3 phase and N, 415V, 200A MCCB incoming; 3-phase and N, 415,V 200 A MCCB outgoing; 12 nos. 32A. SP, MCBs; 12nos. 16A, SP, MCBs; Distribution Service Pillar suitable for outdoor installation made out of of CRCA sheet with PU painted complete with all accessories and HDGI mounting channels. (24 way Distribution Service Pillar)
2
168552
84276
GI Pipe 100 mm, class B for nalla crossing and for cable rising on D.P of DTC
12
9732
811
Sand for cushoning of HT underground cables. Single circuit cable sand required = (0.4*0.2*Length of trench - 3.14*0.03*0.03*Length of cable)
38.58
83718
2170
Supply and laying of underground cable protective cover as per specification as given below:
The concrete slab shall be made using semi-dry concrete that is batched in a fully automatic PLC controlled concrete batching plant and cast in a fully automatic "Vibro-Press" machine with a high vibration frequency and hydraulic pressure of 40 MT, the size of the slab shall be 480mm X250mmX50mm.(+/-2mm) and the concrete grade shall be M30 adhering to IS 456:2000 aand shall have a minimum crushing strength of 30N/mm2 (28days strength) when tested.
1041
140535
135
Warning Tape
0.5
7500
15000
Refilling the pipeline /foundation trenches plinth sides, foundation etc. with available excavated eath in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead up to 50 M and all lifts and disposal of surplus earth aas dirrected by Engineer in charge.
126
15120
120
Earthing complete with 40mm GI Pipe, 2.5mts long along with 20kgs each salt, charcoal complete.
24
65520
2730
HDGI flat of size 25mm X 5mm for eathing.
96
11136
116
Masonry wall
Earthwork 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 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : (b) All types of Ordinary rock including all types of laterite rock. blasting prohibited
1.6
1075
672
Providing and laying in position cement concrete 1:3:6 (1 cement : 3 coarse sand: 6 graded granitic or basaltic stone aggregate 20 mm nominal size) excluding cost of centering, stuttering and finishing :
(a) All works upto plinth level
0.12
759
6325
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
0.12
265
2211
Laterite masonry in neatly dresses stones of size specified in cement mortar 1:4(1 cement: 4 coarse sand) in foundation and basement.
1.16
6015
5186
Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level
0.7
650
929
12mm cement plaster 1:4 (1cement:4 fine sand)
9.08
2024
223
Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 km depth consolidating each layer rammming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in charge
0.94
230
245
Earthwork 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 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in :
(b) All types of Ordinary rock including all types of laterite rock. blasting prohibited
5
3195
639
Providing and laying in position cement concrete 1:3:6 (1 cement : 3 coarse sand: 6 graded granitic or basaltic stone aggregate 20 mm nominal size) excluding cost of centering, stuttering and finishing :
(a) All works upto plinth level
0.32
2024
6325
Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 km depth consolidating each layer rammming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in charge
0.29
71
245
Centering & Shuttering including strutting, oropping & removal of forms for:
i) Foundations, footings, bases for columns
1.84
748
407
Centering & Shuttering including strutting, oropping & removal of forms for:
ii) Vertical surfaces such as retaining walls, return waals, partitions, walls (anythickness) including attached pilasters, Buttresses, Plinth and string courses, fillets ande the like
7.44
3563
479
Providing and laying in position (1.11/2:3) reinforced cement concretye excluding the cost of centering, shuttering, and reinforcement(1 cement :1 1/2 coarse sand: 3 graded stone agg 20mm nominal size)
(a) All works upto plinth level
0.27
1938
7178
Providing and laying in position (1.11/2:3) reinforced cement concretye excluding the cost of centering, shuttering, and reinforcement(1 cement :1 1/2 coarse sand: 3 graded stone agg 20mm nominal size)
(b) in walls (any thickeness), including attached pilasters, Buttresses, Plinth and string courses, fillets, columns, pillars, piers, posts and structs etc. upto floor five level
0.61
4900
8034
Erection Cost
-
-
-
Erection of 2 Core 6 SQ MM XLPE ARMOURED CABLE , 1.1 KV Grade
800
34400
43
Erection of 3 phase and N, 415V, 200A MCCB incoming; 3-phase and N, 415,V 200 A MCCB outgoing; 12 nos. 32A. SP, MCBs; 12nos. 16A, SP, MCBs; Distribution Service Pillar suitable for outdoor installation made out of of CRCA sheet with PU painted complete with all accessories and HDGI mounting channels. (24 way Distribution Service Pillar)
2
8366
4183
Earthwork in excavation by mechanical means(hydraulic excavator)/manual means over areas(exceeding 30cm in depth, 1.5 m in width as well as 10sq.m on plan) including disposalof excavated earth lead upto 50M and lift upto 1.5 m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in.
a. All kinds of soil (cable laying 0.4*0.2*500)
64
29952
468
Earthwork in excavation by mechanical means(hydraulic excavator)/manual means over areas(exceeding 30cm in depth, 1.5 m in width as well as 10sq.m on plan) including disposalof excavated earth lead upto 50M and lift upto 1.5 m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in.
b. All type of ordinary rock including all types of laterite rock, blasting prohibited. (cable laying 0.4*0.7*500)
140
106820
763
GI Pipe 100 mm, class B for nalla crossing and for cable rising on D.P of DTC
12
1104
92
Erection of underground cable protective cover as per specification as given below:
The concrete slab shall be made using semi-dry concrete that is batched in a fully automatic PLC controlled concrete batching plant and cast in a fully automatic "Vibro-Press" machine with a high vibration frequency and hydraulic pressure of 40 MT, the size of the slab shall be 480mm X250mmX50mm.(+/-2mm) and the concrete grade shall be M30 adhering to IS 456:2000 aand shall have a minimum crushing strength of 30N/mm2 (28days strength) when tested.
460
27600
60
Earthing complete with 40mm GI Pipe, 2.5mts long along with 20kgs each salt, charcoal complete.
24
58656
2444
Erection of HDGI flat of size 25mm X 5mm for eathing.
96
4608
48
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