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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
Tender Value
₹10.8 L
EMD Value
₹21,633
Closing Date
25 Sept 2023, 6:00 pmClosed
EXECUTIVE ENGINEER (CIVIL)
1st floor, Old CTO Building, Telephone House, Raj Bhavan Road, Bangalore 01
Construction of compound wall for bifurcated land parcel Between the BSNL and Auctioned Part at CTSD Yard-2 Magadi Road, Bangalore.
2023_BSNL_167963_1
47/EEC/BSNL/CD/BGL/2023-2024
Open Tender
Civil Works - Buildings
Item Rate
60 days
BENGALURU
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
ACCOUNTS OFFICER CASH HQ BSNL BGTD BANGALORE
₹21,633
3 Oct 2023
16 Sept 2023
27 Sept 2023
17 Sept 2023
25 Sept 2023
19 Sept 2023
19 Sept 2023 - 23 Sept 2023
Amount
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 getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.
All kinds of soil
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer- in-charge.
In cement mortar
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :
In cement mortar cum
Filling available excavated earth (excluding 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 up to 1.5 m.
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 40 mm nominal size).
1:4:8 (1 cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand)
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 :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
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 20mm nominal size) upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand).
12 mm cement plaster of mix :
1:6 (1 cement: 6 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix
1:6 (1 cement: 6 fine sand)
20 mm cement plaster of mix :
1:6 (1 cement: 6 coarse sand)
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
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.
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works like gate, including applying priming coat of approved steel primer.
G.I. pipes
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Finishing walls with water proofing cement paint of required shade :
New work (Two or more coats applied @ 3.84 kg/10 sqm).
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
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