Tender For Providing Of Certain Revenue Works At Af Stn Chandigarh Under Ge (Af) Chandigrah.
Tender Value
26.76 Lakhs
Estimated cost
Bid Submission
15 Sep 2026
19 days left
EMD
53520
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chandigarh → Chandigarh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Providing Of Certain Revenue Works At Af Stn Chandigarh Under Ge (Af) Chandigrah.
BOQ
| Sl. No. | Item Description |
| 1 | Note :The unit rate quoted by the tenderer under Col No (13) of Sch `A’ (BOQ) unless specifically mentioned otherwise such as labour only/fixing only, for all items of works shall be deemed to be including cost of all materials, labour, tools and plants, testing and commissioning of work in position complete as required for entire completion of work. |
| 2 | Surface dressing n.exc 15 cm deep in soft/loosec soil including removing excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.50 meter above the starting point , complete all as specified and directed by Engineer-in-Charge. |
| 3 | Excavating in trenches in soft loose soil , not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out, complete all as specified and directed by Engrineer-in-Charge. |
| 4 | Excavating over areas, not exceeding 1.5 m deep and getting out in soft/loosec soil , complete all as specified and directed by Engineer-in-Charge. |
| 5 | Excavating over areas, exceeding 1.5 m but not exceeding 3.00 m deep and getting out in soft/loosec soil , complete all as specified and directed by Engineer-in-Charge. |
| 6 | Earth filling under floors ,spreading and levelling including watering and well ramming in layers not exceeding 25cm thick each, complete all as specified and directed by Engineer-in-Charge. Note: Earth obtainrd from excavation free from vegetation, pebbles /foreign material shall be used for filling under floor as approved by Engineer- in Charge. |
| 7 | Returning filling soft/ loose soil in trenches including spreading, leveling in layers not exceeding 25cm thick, watering and well ramming, complete all as specified and directed. |
| 8 | Removing excavated soil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.50 meter above the starting point , complete all as specified and directed by Engineer-in-Charge. |
| 9 | Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area , complete all as specified and directed by Engineer-in-Charge. |
| 10 | Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the substructure in contact with backfill to be measured) , complete all as specified and directed by Engineer-in-Charge. |
| 11 | Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface , complete all as specified and directed by Engineer-in-Charge. |
| 12 | Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area , complete all as specified and directed by Engineer-in-Charge. |
| 13 | Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall , complete all as specified and directed by Engineer-in-Charge. |
| 14 | Hardcore of gauge exceeding 63 mm but not exceeding 100 mm of broken stone or boulders , deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface , complete all as specified and directed by Engineer-in-Charge. |
| 15 | Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates and finished the surface rough to provide adequate bond for the topping as in sub base ,foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge. |
| 16 | Plain cement concrete ,100 mm thick (1:2:4) type B-2, using 40 mm graded mechanically crushed stone aggregates topping as in sub base ,foundations, filling and mass concrete), complete all as specified and directed by Engineer-in-Charge. |
| 17 | Plain cement concrete ,75 mm thick (1:4:8) type D-2, using 40 mm graded mechanically crushed stone aggregates topping as in sub base ,foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
| 18 | Plain cement concrete ,75 mm thick (1:4:8) type D-2, using 40 mm graded mechanically crushed stone aggregates topping as in sub base ,foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysSep 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 26 daysTender Documents
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