Tender For Special Repair To Sewage Line From Regt Bakery To Rear Side Of P-215 Of The Maratha Lirc Under Ge Belgaum
Tender Value
44.50 Lakhs
Estimated cost
Bid Submission
06 Jul 2026
0 days left
EMD
89000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Belgaum → Karnataka
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair To Sewage Line From Regt Bakery To Rear Side Of P-215 Of The Maratha Lirc Under Ge Belgaum
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-Jun-2026 | 8769RevisedBOQ | BOQ | 29-Jun-2026 |
| 2 | 29-Jun-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 06-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | M&L for Precast RCC (1:2:4), Type B-1, using 20 mm graded stone aggregate as in precast cover slabs, set in CM 1:4, with and including demolition of existing u/s cover slabs of any description, removing rubbish off the permises, complete all as specified and as directed. Note: Reinforcement shall be measured and paid separately. |
| 2 | M&L for Pre-cast cement concrete solid block masonary type C1, 1:3:6 (using 20 mm graded stone aggregate) exc 10 cm width and setting in CM 1:6, with and including demolition of existing brick work of any description, complete all as specified and as directed. |
| 3 | M&L for Pre-cast cement concrete solid block masonary type C1, 1:3:6 (using 20 mm graded stone aggregate) exc 10 cm width and setting in CM 1:6, complete all as specified and as directed. |
| 4 | M&L PCC 1:4:8 type D2 (using 40mm graded granite stone aggregate) as in foundation, filling and mass concrete, with and including demolition of existing cement concrete [unreinforced] in ground floors and paving's n exc 15cm thickness (below or above ground level), complete all as specified and as directed. |
| 5 | M&L for PCC 1:2:4 type B1 (using 20mm graded granite stone aggregate) as in surface channels and drains, with and including demolition of existing cement concrete [unreinforced] in ground floors and paving's n exc 15cm thickness (below or above ground level), complete all as specified and as directed. |
| 6 | M&L for Reinforced Cement Concrete M–25 (Nominal Mix), as in slabs, beams, cantilevers, plinth beams and the like with and including demolition of existing RCC work of any type and at any location, complete all as specified and as directed. |
| 7 | M&L for Cutting into existing manholes for connecting new drains of any size, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required, complete all as specified. |
| 8 | S&F IN REPAIR 110mm bore uPVC (SWR) soil, waste and vent pipe, single socketed in any length with rubber ring joints, fixed to wall with brackets, complete all as specified and as directed. |
| 9 | S&F uPVC (SWR) Vent Cowl suitable for 110mm bore pipes, including jointing with solvent, complete all as specified and as directed. |
| 10 | Steel formwork to sides and soffits of slabs, beams, cantilevers, plinth beams and similar work vertical or to batter for rough finished surfaces of concrete, complete all as specified and as directed. |
| 11 | Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width as well as 10Sqm on plan) not exceeding 1.50 m in depth, including dressing of sides and ramming of bottoms, lift upto 1.5m, as in all kind of soil, complete all as directed by Engineer-in-Charge. |
| 12 | Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width as well as 10Sqm on plan) exceeding 1.5m but not exceeding 3.0m depth, including dressing of sides and ramming of bottoms, as in all kind of soil, complete all as directed by Engineer-in-Charge. |
| 13 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil, as in any type soil, complete all as specified. [Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming.] |
| 14 | Removal of excavated material [Soil] to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point, complete all as specified. |
| 15 | M&L for Reinforcement TMT bars of Grade Fe–500D of 8mm to 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips or welded, complete all as specified and as directed. Please Enable Macros to View BoQ information |
| 16 | M&L for Reinforcement TMT bars of Grade Fe–500D of 8mm to 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips or welded, complete all as specified and as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 29, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 29, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 06, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
TodayJul 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayJul 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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