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Tender Value
₹19.9 L
EMD Value
₹40,000
Closing Date
28 Jul 2026, 6:00 pm
GE 861 EWS
GE 861 EWS
PROVN OF CERTAIN REVENUE WORKS AGAINST JOB NO. STN HQ AWANTIPUR/2025-26/REVENUE /04 AND JOB NO. 40 /REV/VF/2025-26 UNDER AGE B/R (P) OF GE 861 EWS
2026_MES_776591_1
GE 861 EWS-29(T)/2026-27
Open Tender
Civil Works
180 days
GE 861 EWS
AS PER NIT
8 documents required · 8 mandatory
₹500
GE 861 EWS
₹40,000
GE 861 EWS
6 Jul 2026
6 Jul 2026
31 Jul 2026
6 Jul 2026
28 Jul 2026
21 Jul 2026
7 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 Hard / Dense soil complete all as specified and as directed by Engineer-in- charge. | 57.24 | Cum | - | - |
| 2 | 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. | 12 | Each | - | - |
| 3 | Returning filling including spreading , levelling, watering and well ramming in layers, each layer not exceeding 25cm in any type of soil complete all as specified and as directed by Engineer-in- charge. | 16.55 | Cum | - | - |
| 4 | Removing excavated material of any type of soil not exceeding 50m and depositing where directedc at a level n exc 1.5 mtr above the starting point . complete all as specified and directed by Engr- in- charge. | 19.46 | Cum | - | - |
| 5 | 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. | 13 | Sqm | - | - |
| 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. | 5.06 | Cum | - | - |
| 7 | Material & Labour for PCC 1:3:6 , Type - C2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 3.3 | 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. | 4 | 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. | 2 | 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. | 4.26 | Cum | - | - |
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