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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹4.6 L+₹70,067.72 (18.2%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SUNIL PRASAD T S L1 | HILL TOP CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00Earth 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 1.01 | a) All kinds of soil. | 11 | One Cubic Metre | 260 ₹2,860 Lowest | 319 ₹3,509 |
| 2.00Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. | |||||
| 2.01 | a) Hard rock (blasting prohibited) | 34 | One Cubic Metre | 1,591 ₹54,094 Lowest | 1,873 ₹63,682 |
| 3.00 | 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. | 37 | One Cubic Metre | 204 ₹7,548 Lowest | 241 ₹8,917 |
| 4.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 4.01 | a) 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). | 8 | One Cubic Metre | 7,585 ₹60,680 Lowest | 8,971 ₹71,768 |
| 4.02 | b)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) | 2 | One Cubic Metre | 6,811 ₹13,622 Lowest | 8,017 ₹16,034 |
| 5.00Centering and shuttering including strutting, propping etc. and removal of form work for : | |||||
| 5.01 | a) Foundations, footings, bases for columns. | 63 | One Square Metre | 409 ₹25,767 Lowest | 482 ₹30,366 |
Tender Value
₹3.8 L
EMD Value
₹7,700
Closing Date
18 Aug 2025, 6:00 pmClosed
The Executive Engineer Civil Tender KTK Circle
Room No 324 3rd Floor CGMT Doorasamparka Bhavana No1 Swamy Vivekananda Road Bengaluru 560008
Providing Barbed wire fencing and M.S. entrance gate to BSNL plot at Moodalapanne, Koratagere in Tumkur District.
2025_BSNL_243129_1
22/NIT/BSNL/CD/MYS/2025-26
Open Tender
Civil Works - Buildings
Item Rate
60 days
Koratagere
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
BSNL MYSORE TELECOM DIST
₹7,700
21 Aug 2025
30 Jul 2025
20 Aug 2025
31 Jul 2025
18 Aug 2025
31 Jul 2025
31 Jul 2025 - 14 Aug 2025
Amount
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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
a) All kinds of soil.
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m.
a) Hard rock (blasting prohibited)
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 :
a) 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources).
b)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)
Centering and shuttering including strutting, propping etc. and removal of form work for :
a) Foundations, footings, bases for columns.
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 :
a) 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)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
a) Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378)
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.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
a) Hot finished welded type tubes.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
a) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
Supplying at site :
a) R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in-charge (cost of earth works in excavation, concrete works in foundation to be paid separately).
Supplying and fixing turn buckles and straining bolts for barbed wire fencing.
Fencing with R.C.C. 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 one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used.
a) With G.I. barbed wire
Providing and welding of box hinges 100 mm size by welding to the gate channels etc. all complete as directed by the engineer in charge.
Lettering on steel gate plate by white synthetic enamel paint in appropriate size and matter as directed by Engineer - in - charge.
Removing of all big stones lying in the BSNL plot mechanically and stacking the same properly within 100 metres lead as per direction of Engineer - in - charge.
HILL TOP CONSTRUCTIONS (BID ID -887535)
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