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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹4.7 L+₹80,309 (20.6%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GOLAYYA C HIREMATH L1 | mohammed isaq badure L2 |
|---|---|---|---|---|---|
| 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 | 3 | One Cubic Metre | 1,000 ₹3,000 | 579 ₹1,737 Lowest |
| 2.00Demolishing 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 : | |||||
| 2.01 | In cement mortar | 7 | One Cubic Metre | 2,800 ₹19,600 | 579 ₹4,053 Lowest |
| 3.00Earth 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. | |||||
| 3.01 | All kinds of soil. | 14 | One Cubic Metre | 450 ₹6,300 | 309 ₹4,326 Lowest |
| 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. | 14 | One Cubic Metre | 280 ₹3,920 Lowest | 309 ₹4,326 |
| 5.00Providing 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 : | |||||
| 5.01 | 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) | 3 | One Cubic Metre | 8,500 ₹25,500 Lowest | 11,999 ₹35,997 |
| 6.00Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | |||||
Tender Value
₹3.3 L
EMD Value
₹6,700
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
Reconstruction of collapsed front Compound Wall to Telephone Exchange Building at KAMALAPUR, Gulbarga Dist (3rd Call).
2025_BSNL_243096_1
07/NIT/BSNL/CD/HBL/2025-26
Open Tender
Civil Works - Buildings
Item Rate
30 days
Kamalapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
The Accounts officer (Cash),BSNL HUBBALLI
₹6,700
21 Aug 2025
29 Jul 2025
20 Aug 2025
31 Jul 2025
18 Aug 2025
31 Jul 2025
31 Jul 2025 - 14 Aug 2025
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
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
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.
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 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)
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 common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
Cement mortar 1:6 (1 cement : 6 coarse sand)
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 fine sand)
6 mm cement plaster of mix :
1:3 (1 cement: 3 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
One or more coats on old 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.
Fixing available Mild steel grills ( Size: 2.90x0.75 mts) in compound wall, including carriage( upto 50 mts lead), lifting to the required height and fixing in position so as to embed the Grill holdfasts into blocks( 20cm 20 cmx20 cm) of Cement concrete 1:2:4 (1 Cement: 2 Coarse sand : 4 graded stone aggregate 20mm nominal size ( derived from natural sources) in Brickmasonry pillars of compound wall. The grills will be fixed in plumb with required supports. Note: 1)The rate includes the cost of all the labour, tools and plants and any other miscellaneous expenditure involved to carryout the work. 2) The cost of Cement concrete will be paid separately.
mohammed isaq badure (BID ID -888266)
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