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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
₹13.9 L
EMD Value
₹28,000
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 01 X TOILET BLOCK CONSISTING OF 08 X WC AND 02 X BATHROOM WITH ALLIED INFRA AT DEVSAR UNDER AGE B/R (P) OF GE 861 EWS
2026_MES_794550_1
GE 861 EWS-58(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
₹28,000
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 | 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. | 79.73 | Sqm | - | - |
| 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 Soft/ Loose soil complete all as specified and as directed by Engineer-in- charge. | 31.29 | Cum | - | - |
| 3 | 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 any type of soil (Except soft/ loose soil) complete all as specified and as directed by Engineer-in- charge. | 18 | Cum | - | - |
| 4 | 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. | 102.33 | Cum | - | - |
| 5 | 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. | 25.69 | Cum | - | - |
| 6 | Material & Labour for Hardcore of broken stone or boulders ,gauge exceeding 63mm but not exceeding 100 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. | 8.4 | Cum | - | - |
| 7 | 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. | 3.92 | Cum | - | - |
| 8 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items. | 6.26 | Cum | - | - |
| 9 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items. | 3.33 | Cum | - | - |
| 10 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engineer-in-Charge.NOTE :- Form work and Steel reinforcement shall be measured and paid seperately under appropriate items of Schedule 'A' BoQ.seperate items. | 4.56 | Cum | - | - |
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