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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.4 LAdmitted-Finance 901 GH 83 SECTOR 20 PANCHKULA 134116 | PANCHKULA | HARYANA | 134116 | ₹42.4 L | L1 | Admitted-Finance |
| 2 | L2₹44.3 LAdmitted-Finance FLAT NO 203 GH 5 SECTOR 27 PANCHKULA 134116 HRY | PANCHKULA | HARYANA | 134116 | ₹44.3 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | B N FRIENDS AND CO L2 | HARISH SALES CORPORATION L1 |
|---|---|---|---|---|---|
| .01Note :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. | |||||
| 1.00 | 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. | 34.43 | CUBIC METRE | 150 ₹5,164.50 | 200 ₹6,886 |
| 2.00 | 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. | 2 | CUBIC METRE | 100 ₹200 | 600 ₹1,200 |
| 3.00 | 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. | 14.56 | CUBIC METRE | 75 ₹1,092 | 200 ₹2,912 |
| 4.00 | 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. | 17.87 | CUBIC METRE | 180 ₹3,216.60 | 150 ₹2,680.50 |
| 5.00 | 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. | 3 | CUBIC METRE | 1,500 ₹4,500 | 1,250 ₹3,750 |
| 6.00 | Plain cement concrete (1:2:4) type B-2, using 40 mm graded mechanically crushed stone aggregatesd topping as in sub base ,foundations, filling and mass concrete,path ,paving etc complete all as specified and directed by Engineer-in-Charge. | 10.84 | CUBIC METRE | 2,500 ₹27,100 | 4,000 ₹43,360 |
| 7.00 | 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. | 4.2 | CUBIC METRE | 2,000 ₹8,400 | 3,500 ₹14,700 |
| 8.00 | Plain cement concrete (1:2:4) type B-0 using 12.5 mm graded mechanically crushed stone aggregates 40 mm thick as in Damp proof course to horizontal or vertical surfcaces including necessary form work in and including water proofing compound as per manufacturers instruction @3% of cement weight, complete all as specified and directed by Engineer-in-Charge.
Notes: (i) Quoted Rate of above item is inclusive the cost of WPC and nothing extra shall be admissible on this account.
(ii) Use and waste of form work shall be included in the quoted rate . | 8 | SQUARE METRE | 400 ₹3,200 | 400 ₹3,200 |
| 9.00 | Plain cement concrete ,75 mm thick (1:4:8) type D-2, using 40 mm graded mechanically crushed stone aggregatesd topping as in sub base ,foundations, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge. | 25 | SQUARE METRE | 300 ₹7,500 | 400 ₹10,000 |
Updated dates
Tender Value
₹43.4 L
EMD Value
₹86,700
Closing Date
23 May 2026, 6:00 pmClosed
GE (AF) Chandigarh
GE (AF) Chandigarh, 12 wg Air force chandigarh
ADDITION/ ALTERATION TO CERTAIN MARRIED ACCOMODATION AT AF STN CHANDIGARH UNDER GE (AF) CHANDIGRAH.
2026_MES_762119_1
GE (AF)/CHD/T-01/2026-27
Open Tender
Civil Works
183 days
Chandigarh
Please refer Tender documents.
12 documents required · 12 mandatory
₹500
GE (AF) Chandigarh
₹86,700
Yes
2 Jun 2026
25 Apr 2026
30 May 2026
25 Apr 2026
23 May 2026
9 May 2026
25 Apr 2026 - 2 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 34.43 | CUBIC METRE | - | - |
| 2 | 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. | 2 | CUBIC METRE | - | - |
| 3 | 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. | 14.56 | CUBIC METRE | - | - |
| 4 | 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. | 17.87 | CUBIC METRE | - | - |
| 5 | 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. | 3 | CUBIC METRE | - | - |
| 6 | Plain cement concrete (1:2:4) type B-2, using 40 mm graded mechanically crushed stone aggregatesd topping as in sub base ,foundations, filling and mass concrete,path ,paving etc complete all as specified and directed by Engineer-in-Charge. | 10.84 | CUBIC METRE | - | - |
| 7 | 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. | 4.2 | CUBIC METRE | - | - |
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