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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAdmitted-Finance | ₹1.4 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NATESH KUMAR K K L1 |
|---|---|---|---|---|
| 1.00Excavating 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 : All kinds of soil | ||||
| 1.01 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 50 | One Running Metre | 400 ₹20,000 Lowest |
| 2.00Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : | ||||
| 2.02 | For pipes 100 to 250 mm diameter. | 2 | Nos. | 1,000 ₹2,000 Lowest |
| 3.00Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : | ||||
| 3.01Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : | ||||
| 3.02 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 2 | Nos. | 14,000 ₹28,000 Lowest |
| 4.00Extra for depth for manholes | ||||
| 4.01Size 90x80 cm | ||||
| 4.02 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 0.5 | One Running Metre | 10,000 ₹5,000 Lowest |
Tender Value
₹1.2 L
EMD Value
₹2,440
Closing Date
10 Aug 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
REPLACEMENT OF BLOCKED DRAINAGE LINE IN MBM COMPOUND MADIKERI
2026_BSNL_285902_1
19/NIT/BSNL/CD/MYS/2026-27
Open Tender
Civil Works - Buildings
Item Rate
30 days
Madikeri
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
The Accounts Officer Cash BSNL Mysore Telecom Dist
₹2,440
14 Aug 2026
29 Jul 2026
12 Aug 2026
30 Jul 2026
10 Aug 2026
30 Jul 2026
30 Jul 2026 - 7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavating 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 | |||||
| 1.01 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 50 | One Running Metre | - | - |
| 2Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : | |||||
| 2.02 | For pipes 100 to 250 mm diameter. | 2 | Nos. | - | - |
| 3Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : | |||||
| 3.01 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : | - | - | - | - |
| 3.02 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 2 | Nos. | - | - |
| 4Extra for depth for manholes | |||||
| 4.01 | Size 90x80 cm | - | - | - | - |
| 4.02 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 0.5 | One Running Metre | - | - |
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