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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Finance | ₹3.9 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | HILL TOP CONSTRUCTIONS L1 |
|---|---|---|---|---|
| 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 | All kinds of soil. | 12 | One Cubic Metre | 275.6 ₹3,307.20 |
| 2.00Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : | ||||
| 2.01All kinds of soil | ||||
| 2.02 | Pipes, cables etc, not exceeding 80 mm dia. | 15 | One Metre | 227 ₹3,405 |
| 3.00Providing 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 : | ||||
| 3.01 | 1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 4.3 | One Cubic Metre | 10,979 ₹47,209.70 |
| 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 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 3.2 | One Cubic Metre | 7,220 ₹23,104 |
| 5.00Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | ||||
Tender Value
₹3.7 L
EMD Value
₹7,488
Closing Date
4 Mar 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 collapsed compound wall and side drain including other related work at TE compound Yeshwanthapura, Bengaluru.
2026_BSNL_268496_1
53/EEC/BSNL/CD/BGL/2025-26
Open Tender
Civil Works - Buildings
60 days
Yeshwanthapura
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
The Accounts officer (Cash)HQ BSNL BGTD Bengaluru
₹7,488
9 Mar 2026
24 Feb 2026
6 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
25 Feb 2026 - 3 Mar 2026
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.
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
All kinds of soil
Pipes, cables etc, not exceeding 80 mm dia.
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 :
1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 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)
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 coarse sand)
15 mm cement plaster on rough side of single or half brick wall of mix :
1:6 (1 cement: 6 coarse sand)
6 mm cement plaster of mix :
1:3 (1 cement: 3 fine sand)
18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement: 4 fine sand):
Raised Band
Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :
In cement mortar
Stone work in plain ashlar in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :
With available stone
Repairs to compound wall grill including straightening the members, welding new members etc complete and as directed by the Engineer In Charge.
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading in the dumping grounds etc. all complete as directed by the Engineer-in-charge.
Cleaning rain water drain upto to a length of 60m left side of TE building by removing accumulated sludge by manual/mechanical means and making the rain water to flow easily including all lead and lift and as directed by the engineer in charge
Refixing steel grills of size 3.00m X 0.70m and refixing above compound wall inbetween compound wall pillars including all lead and lifts and as per the direction of engineer in charge.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on Old work.
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