Tender For Provn Of Cemented Stairs For 07 X Tower Posts, Provn Of Overhead Shed And Modification Of Main Gate And Provn Of Boundary Wall, Wall Paneling And Addn/ Altn To Old Window Of Bldg. No P-92, P-93, P-94 And P-95 Under Age B/R-Iii Of Ge (North
Tender Value
28.48 Lakhs
Estimated cost
Bid Submission
26 Nov 2026
11 days left
EMD
56960
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bathinda → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Cemented Stairs For 07 X Tower Posts, Provn Of Overhead Shed And Modification Of Main Gate And Provn Of Boundary Wall, Wall Paneling And Addn/ Altn To Old Window Of Bldg. No P-92, P-93, P-94 And P-95 Under Age B/R-Iii Of Ge (North) Bathinda At Bathinda Mil Stn
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation in soft/loose soil, not exceeding 30 cm in depth and averaging 15 cm in depth, including setting out, loosening and excavating the soil, levelling and dressing the excavated surface to the required formation, getting out the excavated earth and removing the same to a distance not exceeding 50 metres, depositing at the location as directed by the Engineer-in-Charge, including all labour, tools and plants, complete in all respects, all as specified and as directed by the Engineer-in-Charge. |
| 2 | Excavation in trenches in soft/loose soil, not exceeding 1.5 metres in width and 1.5 metres in depth, for foundations of manholes, sewerage pipe lines and similar works, including setting out, excavation to the required width, depth, line and level, dressing and levelling the bottom and sides of trenches, getting out the excavated earth and depositing it alongside the trench at a location as directed by the Engineer-in-Charge, including all labour, tools and plants, complete in all respects, all as specified and as directed by the Engineer-in-Charge. |
| 3 | Returning and filling in excavated trenches, pits and foundations with available excavated earth, including spreading and levelling the earth in layers not exceeding 25 cm thick, breaking clods, watering each layer to the required moisture content and well ramming/compacting each layer to achieve proper consolidation, maintaining the required levels and profile, and making good the filled surface, complete in all respects, all as specified and as directed by the Engineer-in-Charge. |
| 4 | Material and labour for excavating post holes or similar holes in soft/loose soil, each not exceeding 0.50 cum in volume, including setting out, excavation to the required dimensions and depth, getting out the excavated earth, returning and filling the excavated earth or broken rubble mixed with earth around the posts/structures in layers not exceeding 25 cm thick, watering and well ramming each layer to achieve proper compaction, removing surplus excavated soil to a distance not exceeding 50 metres and depositing it at the location as directed, and making good the disturbed ground surface to the original condition, complete in all respects, all as specified and as directed by the Engineer-in-Charge. |
| 5 | Material and labour for surface dressing of ground in soft/loose soil, including cutting, levelling and trimming the surface to a depth not exceeding 15 cm, removing grass, roots, vegetation, loose earth and other extraneous materials, getting out the excavated soil and depositing it at the location directed by the Engineer-in-Charge, including all labour, tools, tackles and necessary incidental operations, complete in all respects, all as specified and directed by the Engineer-in-Charge. |
| 6 | Removing and disposing of excavated material to a horizontal distance not exceeding 50 metres from the point of excavation and depositing the same at the location directed by the Engineer-in-Charge, at a vertical lift not exceeding 1.5 metres above the starting point, including loading, unloading, carrying, spreading and levelling the material as required, complete in all respects, all as specified and as directed by the Engineer-in-Charge. |
| 7 | Material and labour for providing and laying hard core of broken bricks of gauge not exceeding 63 mm, including collection, carriage, depositing, spreading and levelling the material uniformly in layers not exceeding 15 cm thick, watering and thoroughly ramming/compacting each layer to achieve proper consolidation and a firm, stable and true surface to the required line, level and profile, including all necessary tools, plant, labour and incidental operations, complete in all respects, all as specified and directed by the Engineer-in-Charge. |
| 8 | Material and labour for providing and laying cement concrete (CC) 1:4:8, Type D-2, using 40 mm graded crushed stone aggregate, in foundations, floor sub-bases and similar works, including preparation and dressing of the base, mixing of cement, sand and graded stone aggregate in the specified proportion, laying concrete to the required thickness, line and level, compacting and ramming thoroughly, finishing the surface as specified, and curing, complete in all respects, all as specified and as directed by the Engineer-in-Charge. |
| 9 | Material and labour for providing and laying cement concrete (CC) 1:3:6, Type C-1, using 20 mm graded crushed stone aggregate, for post holes, foundations, filling, mass concrete, side kerbs, haunching and similar works, including preparation of the base, mixing of cement, sand and aggregate in the specified proportion, laying, compacting and ramming as required, shaping to the required dimensions, line, level and profile, finishing the exposed surfaces as specified and curing, complete in all respects, all as specified and as directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 10 | Material and labour for providing and laying cement concrete (CC) 1:3:6, Type C-1, using 20 mm graded crushed stone aggregate, for post holes, foundations, filling, mass concrete, side kerbs, haunching and similar works, including preparation of the base, mixing of cement, sand and aggregate in the specified proportion, laying, compacting and ramming as required, shaping to the required dimensions, line, level and profile, finishing the exposed surfaces as specified and curing, complete in all respects, all as specified and as directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysNov 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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