Kerala State Electricity Board Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_KSEB_734596_1Tender No
10/TDN/E-TENDER/2024-25 dated. 30.01.2025Tender Authority
Kerala State Electricity Board ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
Special conditions and technical specifications
BOQ Items
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means
in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting
out the excavated soil and disposal of surplus excavated soil as directed, within a
lead of 50 m. All kinds of soil.
277.6
309
86053.22
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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 getting out and disposal of excavated earth lead upto 50 m and lift upto
1.5 m, as directed by Engineer-in-charge. Ordinary rock
39
433
16888.56
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Excavation work by mechanical means( Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. Ordinary rock
34.7
550
19107.21
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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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Hard rock (blasting prohibited)
34.7
1248
43325.73
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. Second lift of 1.5 m or part thereof in excavation (ie 1.50 m to 3.00 m)
40
421
16841.2
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Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. Ordinary or hard rock (Depth of 1.50 m to 3.00 m)
10
632
6322
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Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kind of soil (Depth of 3.00 m to 4.50 m)
16
532
8513.12
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Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. Ordinary or hard rock(Depth of 3.00 m to 4.50 m)
4
831
3325.4
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Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kind of soil (Depth of 4.50 m to 6.00 m)
9
643
5788.08
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Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. Ordinary or hard rock(Depth of 4.50 m to 6.00 m)
1
1030
1030.51
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Chiselling, wedging, barring , picking, etc. on hard rock / concrete wherever necessary and disposing the unserviceable materials within 50 m leads including all charges.
10
1134
11343.3
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
56
7113
398352.08
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Drilling holes for providing anchor /dowel bars varying in depth and diameter in rock or concrete and cleaning the holes, grouting with cement grout (CM 1:2) after fixing dowel bars including cost of all materials,labour etc. complete as per specification and drawings.
40
204
8177.6
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Providing anchor bars of varying depth using Tor steel,bend,jumped , etc. including cost and coveyance of steel,labour charges, etc. complete as per the specifications and drawing as directed by the departmental officers.
100
92
9252
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Dry stone masonry for retaining walls with hammer dressed close finished joints with lines and levels etc. complete as per the direction of Engineer in charge
880
3433
3021673.6
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
125
7520
940047.5
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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
98
349
34299.02
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
2750
102
282150
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1½:3 (1 Cement (400 kg) : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size (20 mm- 0.57 m3 and 10 mm 0.28 m3))
42
9483
398291.46
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Solid concrete block masonry using pre cast solid concretye blocks (Factory made) of size 30x20x15 cm or nearest available size for compound wall in CM 1:6 (1 cement: 6 coarse sand) etc.complete
53
7153
379121.72
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
5
8340
41704.55
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Plastering with 12 mm cement plaster of mix : 1:4 (1 cement (5.47 kg/m2 : 4 fine sand) one coat floated hard and trowelled smooth for inside and out side walls, etc. including cost of scaffolding and labour for watering, curing etc complete. as per the direction of deptl officers at site.
503
327
164923.64
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Fabricating and supplying angle iron of size 40x40x6 mm of length 1 m. for fixing over the compound wall pillar including providing 45 degree bend from 65 cm from the bottom, including bottom to be split and bend at right angle in opposite direction for 5 cm length cutting 6 Nos grooves for fixing barbed wire including providing red oxide priming coat etc. complete
57
145
8320.86
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Fabricating and installing misellaneous metal works for various works or any other steel item specified in drawing such as hatch cover , frames,gratings, chequered plates,rails,embedded parts, angle posts of chain link fencing etc at all levels including cost of all materials,fabrication,welding and fixing charges, applying one coat primer etc.complete as per the directions of departmental officers at site
245
131
32310.6
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Fencing with angle iron post placed at required distance embedded in cement concrete blocks, 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 provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire
1600
14
22960
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
15
149
2239.8
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer
503
73
37096.25
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Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) using cement 1.17 kg/m2 : Flush/ Ruled pointing
100
350
35069
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Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
2241
402
902271.42
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