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
2019_KSEB_318189_1Bid Award Id
ViewTender No
TSDT/E tender 2/2019-20/dated 04.11.2019Tender Authority
Kerala State Electricity Board ViewPurchaser Address
-Website
http://http://www.kseb.in/
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Documents
general e tender terms and conditions
BOQ Items
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.
280
-
2623.9
Random rubble masonry with hard stone in foundation and Retaining wall including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12graded stone aggregate 20mm nominal size ) at all level with cement mortar 1:6 ( 1 cement : 6 coarse sand)
60
-
5936.5
Form Work: Centering and shuttering including strutting, propping etc. and removal of formwork for small lintels not exceeding1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like
48
-
290.3
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars
1200
-
84.7
Reinforced cement concrete work in walls(any thickness),including attached pilasters, buttresses, plinth string courses, fillets' columns, piers' abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and finishing and reinforcement : 1:1:5:3 using cement 400kg/m3, 20 mm graded stone (20mm- 0.57 m3 and 10mm-0.28m3)
18
-
10675.11
Filling with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
65
-
188.25
Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20 cm or nearest available size confirming to IS 2185 part I of 1979 as per specifications for foundation and basement in CM 1:6 (1 cement : 6 coarse sand) including conveyance , labour charges, etc. complete as per the dept. officers at site
5
-
5126.6
Plastering with 12 mm thick cement plaster of mix 1:4 using cement 5.47 kg/m2,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.
130
-
258.9
Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) using cement 1.17 kg/m2 :Flush/Ruled pointing as per the direction of deptl. Officers at site.
85
-
252.15
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres.
220
-
134.85
Supplying quarry waste/ muck excluding rock boulders and stacking for measurements including cost, conveyance and labour charges for stacking.etc as per direction Engineer in charge
90
-
1113.64
Spreading with departmental quarry muck within 50m lead and compacting in layers by power roller including labour charges etc watering and compacting to the required density 30cm loose thickness compacted to 25 cm as per the direction of Engineer in charge
90
-
79.3
Providing and laying factory made chamferred edge cement concrete paver blocks (80 mm thick) of M30 grade with approved colour design and pattern. C.C paver made by table vibratory method using P.U. mould laid in required colour and pattern over 50 mm thick compacted of 6mm thick stone aggregate, compacting and proper embedding/laying interlocking paver blocks to the stone aggregate bedding layer through vibratory compaction by using plate vibrator, filling joints with sand and cutting paver blocks as per required size and pattern, finishing etc complete all as per the direction of Engineer -in- Charge
550
-
933.25
Providing and laying in position cement concrete of 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) 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).for 1 m3 concrete) using Portland cement 320 kg/m3 in pavements, laid to required slope and camber
6.25
-
8205.95
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