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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-Finance | L1 | Accepted-Finance Being the L1 bidder |
Tender Value
₹4.6 L
EMD Value
₹9,242
Closing Date
19 Mar 2025, 3:00 pmClosed
Nodal Officer (Tender)
OFFICE OF THE CHIEF ENGINEER CIVIL BSNL CIVIL ODISHA ZONE , 3rd FLOOR, DOOR SANCHAR BHAWAN BHUBANESWAR
Reconstruction of broken compound wall and drain at Telecom Colony cheruapada Sambalpur
2025_BSNL_229443_1
85/CE(C)/2024-25/BCD/SBP
Open Tender
Civil Works
Item Rate
60 days
Sambalpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Yes
Accounts Officer (Cash) BSNL O/o GMTD Sambalpur
₹9,242
Yes
8 Apr 2025
11 Mar 2025
20 Mar 2025
11 Mar 2025
19 Mar 2025
11 Mar 2025
11 Mar 2025 - 19 Mar 2025
Amount
Sub-Head : Dismantling and Demolishing
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
Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):
From brick work in cement mortar
Sub-Head : Earth Work
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
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.
Sub-Head : Concrete Work
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
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 (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Sub-Head : Reinforced Cement Concrete
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)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
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)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete
Lintels, beams, plinth beams, girders, bressumers and cantilevers
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.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
Sub-Head : Masonry Work
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with clay available bricks F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in :
Cement mortar 1:6 (1 cement : 6 coarse sand)
Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinth and upto floor V level.
Cement mortar 1 : 4 (1 cement : 4 coarse sand)
Sub-Head : Steel Work
Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
Sub-Head : Flooring
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
40 mm thick with 20 mm nominal size stone aggregate
Sub-Head : Finishing
12 mm cement plaster of mix :
1:6 (1 cement: 6 coarse sand)
15 mm cement plaster on rough side of single or half brick wall of mix :
1:6 (1 cement: 6 coarse sand)
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :
1:3 (1 cement: 3 fine sand)
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 to give an even shade :
Two or more coats on new work.
Sub-Head : Road Work
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
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