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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical SITE NO 29 30 1ST CROSS NAGAPPA REDDY LAYOUT KAGGADASAPURA CV RAMAN NAGAR PO BANGALORE 560 093 | BANGALORE | BANGALORE | KARNATAKA | 560093 | Accepted-Technical QUALIFIED |
| 2 | Accepted-Technical | Accepted-Technical QUALIFIED |
| 3 | Accepted-Technical 20 1ST A CROSS SAI NAGAR AREHLLI UTTARHALLI BANGALORE 560 061 | BENGALURU URBAN | KARNATAKA | 560061 | Accepted-Technical QUALIFIED |
| 4 | Accepted-Technical 227 2 5TH B MAIN ROAD 2ND BLOCK HRBR LAYOUT KALYAN NAGAR BANASAWADI BANGALORE 560 043 | BENGALURU URBAN | KARNATAKA | 560043 | Accepted-Technical QUALIFIED |
| 5 | Accepted-Technical FLAT NO 4 VIRGINIA CO OP HOUSING SOCIETY AIR PORT ROAD CHICALIM VASCO DA GAMA GOA 403 711 | SOUTH GOA | GOA | 403711 | Accepted-Technical QUALIFIED |
Tender Value
₹1.5 Cr
EMD Value
₹2.2 L
Closing Date
8 Oct 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE (ARMY) BANGALORE
CWE ARMY BANGALORE 101 Dickenson Road Bangalore 560042
SPL REPAIRS OF SEWAGE LINE IN VASANTH ENCLAVE COMPLEX UNDER GE (NORTH) BANGALORE
2026_MES_786564_1
86572/E8
Open Tender
Civil Works
Item Rate
270 days
CWE (ARMY) BANGALORE
As per tender
8 documents required · 8 mandatory
₹1,000
Yes
GE (NORTH) BANGALORE
₹2.2 L
2 Nov 2026
27 Aug 2026
15 Oct 2026
27 Aug 2026
8 Oct 2026
17 Sept 2026
27 Aug 2026 - 3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc. , not exceeding 10 sqm on plan and not exceeding 1.5m depth and getting out in hard / dense soil etc complete all as specified and as directed. | 1,610.6 | Cum | - | - |
| 2 | Excavation in trenches not exceeding 1.5m wide and depth exceeding 1.5m but not exceeding 3.0m for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and exceeding 1.5m but not exceeding 3.0m depth and getting out in hard / dense soil etc complete all as specified and as directed. | 25.8 | Cum | - | - |
| 3 | Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick etc complete all as specified and as directed. | 682.4 | Cum | - | - |
| 4 | Removing excavated materials to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and as directed. | 954 | Cum | - | - |
| 5 | M&L for PCC (1:4:8) type D2 using 40mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified and as directed. | 67.1 | Cum | - | - |
| 6 | M&L for Pre-cast cement concrete block masonry, (1:3:6) Type C1 using 20 mm graded crushed stone aggregates with solid blocks, exc. 10 cm in width and setting in mortar (1:6) etc complete all as specified and as directed. | 430.3 | Cum | - | - |
| 7 | M&L for rendering 15 mm thick in CM (1:4) on fair faces of brick work or concrete block walling surfaces finished even and smooth without using extra cement etc complete all as specified and as directed. | 1,327.4 | Sqm | - | - |
| 8 | M&L for Plain cement concrete (1:3:6) type C2 using 40 mm graded crushed stone aggregate as in concrete bed to 300 mm dia drain pipes including packing under and haunching in against the side of DWCP pipes after they are laid and tested complete all as specified and as directed. | 53.6 | Rm | - | - |
| 9 | M&L for Plain cement concrete (1:3:6), type C2 using 40 mm graded crushed stone aggregate as in concrete bed to 200 mm dia drain pipes including packing under and haunching in against the side of DWCP pipes after they are laid and tested complete all as specified and as directed. | 2,519.2 | Rm | - | - |
| 10 | M&L for Plain cement concrete (1:3:6), type C2 using 40 mm graded crushed stone aggregate as in concrete bed to 150 mm dia drain pipes including packing under and haunching in against the side of DWCP pipes after they are laid and tested complete all as specified and as directed. | 815.2 | Rm | - | - |
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