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Tender Value
₹22.3 L
EMD Value
₹45,000
Closing Date
24 Sept 2026, 6:00 pm
GE 861 EWS
GE 861 EWS
PROVN OF 02 X TOILET BLOCK ( 04 X WC) INCLUDING SEPTIC TANK, SOAKAGE WELL AND SEWAGE LINE AGAINST JOB NO. 15/24/LBCW/2026-27 AND PROVN OF ONE ELEVATED SENTRY POST WITHOUT GUARD ROOM AGAINST JOB NO.12/REV/5S/2026-27 AT AGE B/R P UNDER GE 861 EWS
2026_MES_777433_2
GE 861 EWS-32(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
₹45,000
GE 861 EWS
2 Sept 2026
2 Sept 2026
28 Sept 2026
2 Sept 2026
24 Sept 2026
17 Sept 2026
7 Sept 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 soft/loose soil complete all as specified and as directed by Engineer-in-Charge. | 235.13 | 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. | 66.62 | 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 hard/dense soil complete all as specified and as directed by Engineer-in- charge. | 10.19 | Cum | - | - |
| 4 | 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. | 9.74 | Cum | - | - |
| 5 | Material & Labour for Hardcore of broken stone or boulders ,gauge not exceeding 63mm 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. | 1.04 | 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. | 6.28 | Cum | - | - |
| 7 | 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. | 10.46 | Cum | - | - |
| 8 | 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. | 6.78 | Cum | - | - |
| 9 | 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. | 5.9 | Cum | - | - |
| 10 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in Slabs supported on walls,beams and columns infloors,roofs, landings, balconies,canopies, deck slabs and inshelves and the like Slabs supported on walls,beams andcolumns in floors,roofs, landings, balconies,canopies, deck slabs and inshelves and the like complete all as specified and as directed by Engineer-in-Charge. | 0.95 | Cum | - | - |
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