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Tender Value
₹20.2 L
EMD Value
₹40,500
Closing Date
1 Aug 2026, 6:00 pm6d left
GE 861 EWS
GE 861 EWS
PROVN OF REVENUE WORKS AGAINST JOB NO 01/REV/1 SECT/2026-27 AND JOB NO 02/REV/1 SECT/2026-27 OF AGE B/R (P) KHANABAL UNDER GE 861 EWS
2026_MES_777415_1
GE 861 EWS-31(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
₹40,500
GE 861 EWS
9 Jul 2026
9 Jul 2026
4 Aug 2026
9 Jul 2026
1 Aug 2026
25 Jul 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 Loose / soft soil ) complete all as specified and as directed by Engineer-in- charge. | 240 | Cum | - | - |
| 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. | 16.99 | Cum | - | - |
| 3 | Excavating over areas, not exceeding 1.5 mtr deep and getting out in soft/loose soil Complete all as specified and directed by Engr-in-charge. | 62.62 | Cum | - | - |
| 4 | Excavating over areas, for each additional 1.5 mtr or part there of in depth beyond the first 1.5 mtr in soft /loose soil Complete all as specified and directed by Engr-in-charge. | 55.84 | Cum | - | - |
| 5 | 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. | 55.59 | Cum | - | - |
| 6 | Material & Labour for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge. | 3,900.38 | Kg | - | - |
| 7 | Material & Labour for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter on rough finished flat surface of concrete complete all as specified and as directed by Engineer-in-Charge. | 10.18 | Sqm | - | - |
| 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. | 12.84 | Cum | - | - |
| 9 | Material & Labour for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc vertical or to batter on rough finished flat surfaces of concrete complete all as specified and as directed by Engineer-in-Charge. | 184.12 | Sqm | - | - |
| 10 | Material & Labour for Reinforced cement concrete (Design Mix) M-25 as in walls, retaining walls, basement walls, ballast walls and like any thickness, above top of footings, including attached pilasters and buttresses etc 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. | 21.01 | Cum | - | - |
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