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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAdmitted-Finance | ₹4.5 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | HILL TOP CONSTRUCTIONS L1 |
|---|---|---|---|---|
| 1.00Demolishing 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.. | ||||
| 1.01 | In cement mortar | 8 | One Cubic Metre | 2,200 ₹17,600 |
| 2.00Earth 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. | ||||
| 2.01 | All kinds of soil. | 7 | One Cubic Metre | 300 ₹2,100 |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||
| 3.01 | 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) | 1.5 | One Cubic Metre | 9,150 ₹13,725 |
| 4.00 | 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. | 5 | One Cubic Metre | 200 ₹1,000 |
| 5.00Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level | ||||
| 5.01 | Cement mortar 1:6 (1 cement : 6 coarse sand) | 25 | One Cubic Metre | 11,450 ₹2.9 L |
| 6.00Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. | ||||
Tender Value
₹3.8 L
EMD Value
₹7,678
Closing Date
9 Jan 2026, 6:00 pmClosed
The Executive Engineer Civil Tender KTK Circle
Room No 324 3rd Floor CGMT Doorasamparka Bhavana No 1 Swamy Vivekananda Road Bengaluru 560008
Reconstruction of compound wall to TE Building at GOWRIBIDANURU, under KOLAR SSA (4th call).
2026_BSNL_261243_1
30/EEC/BSNL/CD/BGL/2025-26
Open Tender
Civil Works - Buildings
60 days
Goweribidanuru
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
The Accounts officer (Cash),HQ BSNL,BGTD,BENGALURU
₹7,678
13 Jan 2026
1 Jan 2026
12 Jan 2026
2 Jan 2026
9 Jan 2026
2 Jan 2026
2 Jan 2026 - 8 Jan 2026
Amount
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
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.
All kinds of soil.
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) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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 factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level
Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.
Using M.S. angels 40x40x6 mm for diagonal braces
Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:
Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm).
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new 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
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
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)
Centering and shuttering including strutting, propping etc. and removal of form work for :
Columns, piers, abutments, pillars, posts and struts.
Removal of remains of demolished compound wall by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
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