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Tender ID
Tender Value
Refer Docs
EMD Value
₹98,595
Closing Date
25 Mar 2026, 9:00 amClosed
Executive Engineer
EE PWD BASAR DIVISION
C/o Widening and Extension of Road from Tai Liromoba road to LPS Yegri under Tirbin Circle 1 km
2026_PWDAP_3233_1
BD/ROAD/2025-26/08
Open Tender
Civil Works – Roads
Item Rate
365 days
YEGRI
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
EE PWD BASAR
₹98,595
EE PWD BASAR DIVISION
20 Mar 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
25 Mar 2026
20 Mar 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Formation Cutting | |||||
| 1.01 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) | - | Cu.m. | - | - |
| 1.02 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) | - | Cu.m. | - | - |
| 2Widening | |||||
| 2.01 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) | - | Cu.m. | - | - |
| 2.02 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) | - | Cu.m. | - | - |
| 3GSB- | |||||
| 3.01 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) | - | Sqm | - | - |
| 3.02 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. | - | Sqm. | - | - |
| 3.03 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)( For Grade - I materials) | - | Cum | - | - |
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