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Tender Value
₹22.7 Cr
EMD Value
₹14.6 L
Closing Date
7 Sept 2026, 6:00 pm
Chief Engineer Jodhpur Zone
HQ Chief Enginner Jodhpur Zone Opposite to MH Rasala Road Jodhpur
UPGRADATION OF ROADS INFRASTRUCTURE IN BHUJ MIL STN
2026_MES_774757_1
800651/Bhuj/E8
Open Tender
Civil Works - Roads
Item Rate
365 days
GE (A) Bhuj
As Per NIT
8 documents required · 8 mandatory
₹3,000
GE (A) Bhuj
₹14.6 L
Yes
7 Sept 2026
25 Jun 2026
14 Sept 2026
25 Jun 2026
7 Sept 2026
31 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation not exc 30cm deep and an averaging 15cm deep and getting out in soft/loose soil all as specified and directed by engineer-in-charge. | 1,411.2 | SQM | - | - |
| 2 | Rough excavationnot exc 1.5 m deep not exc 3.0 m, and getting out in soft and loose soil complete all as specified and directed by engineer-in-charge. | 23.74 | CUM | - | - |
| 3 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting outall in soft/loose soil all as specified and directed by engineer-in-charge. | 6,017 | CUM | - | - |
| 4Excavating in trenches, n exc 1.5 m wide ,exc 1.5 m depth but n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting outall in soft/loose soil all as specified and directed by engineer-in-charge. | |||||
| 5 | Earth work in excavation in all kind soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m all as specified and directed by engineer-in-charge. | 4,730.83 | CUM | - | - |
| 6Excavating in trenches in all kind of soil by mechanical means (Hydraulic excavator) n. exc. 1.5 m wide and n. exc. 1.5 m in depth, for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, etc n. exc. 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m completeall as specified and directed by engineer-in-charge. | |||||
| 7Returning, filling in, including spreading, levelling, watering and well ramming excavated soil in layers not exc 25cm thick in soil complete all as specified and directed by engineer-in-charge. | |||||
| 8 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape,etc., exc. 1.5 m high not exc 3 m high from base complete all as specified and directed by engineer-in-charge. | 299.61 | CUM | - | - |
| 9 | M&L for approved earth filling obtained from outside defence land, laid in layers n.exc 15 cm thick, spread, levelled including watering all as specified and directed by engineer-in-charge. | 299.61 | CUM | - | - |
| 10Removing excavated material (soil) to a distance not exc 50 Mtr and depositing where directed at a level not exc 1.5 Mtr above the starting point complete all as specified and directed by engineer-in-charge. | |||||
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CorrNo06.pdf
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CorrNo4800651.pdf
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800651Bhuj.pdf
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