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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹17.3 L
EMD Value
₹35,000
Closing Date
9 Nov 2026, 6:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
GE 861 EWS
GE 861 EWS
PROVN OF MT GARAGE SHED AT WUZUR UNDER AGE B/R (P) OF GE 861 EWS
2026_MES_794573_1
GE 861 EWS-59(T)/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE 861 EWS
As per NIT
8 documents required · 8 mandatory
₹500
GE 861 EWS
₹35,000
GE 861 EWS
17 Oct 2026
17 Oct 2026
11 Nov 2026
17 Oct 2026
9 Nov 2026
2 Nov 2026
24 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Material and Labour for Excavating in post holes (or similar holes)each not exceeding 0.5 cum.getting out in hard/ dense soil,returning, filling in and ramming earth or broken rubble mixed with earth around,in layers not exceeding 25 cm in hard/dense soil complete all as specified and as directed by Engineer-in-Charge. | 16 | Each | - | - |
| 2 | Excavating in trenches, 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, cable, pipes etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in Hard /dense soil complete all as specified and as directed by Engineer-in- charge. | 94.69 | Cum | - | - |
| 3 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in Hard/Dense soil complete all as specified and as directed by Engineer-in-Charge. | 97.83 | Sqm | - | - |
| 4 | Removing excavated material/soils to a distance not exceeding 50 mtr and depositing where directed at a level not exc.1.5 mtr above the starting point, complete all as spefied and as directed by Engineer-in-Charge. | 40.13 | Cum | - | - |
| 5 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25cm thick, in any type of soil complete all as spefied and as directed by Engineer-in-Charge. | 67.36 | Cum | - | - |
| 6 | Material & Labour for PCC 1:4:8 , Type - D2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 1.97 | Cum | - | - |
| 7 | Material & Labour for PCC 1:3:6 , Type -C1, using 20mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 7.12 | Cum | - | - |
| 8 | Material & Labour for Brickwork with sub class ‘B’ burnt clay old size bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge. | 12.01 | Cum | - | - |
| 9 | Material & Labour for Hardcore of broken stone or boulders ,gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge.. | 17.89 | Cum | - | - |
| 10 | Material & Labour for 100mm thick plain cement concrete 1:3:6, Type C2 (using 40mm graded stone aggregates as in sub base of floor complete all as specified and as directed by Engineer-in-Charge. | 108 | Sqm | - | - |
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BOQ • 4.20 MB
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