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Tender ID
Tender Value
Refer Docs
EMD Value
₹96,230
Closing Date
25 Mar 2026, 9:00 amClosed
Executive Engineer
EE PWD BASAR DIVISION
Up gradation of Infrastructure Development of Multipurpose Hall Tirbin SH Road connectivity Development of parking places Retaining wall Drainage system Boundary Wall etc
2026_PWDAP_3235_1
BD/ROAD/2025-26/09
Open Tender
Civil Works – Roads
Item Rate
365 days
TIRBIN
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
EE PWD BASAR
₹96,230
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 |
|---|---|---|---|---|---|
| 1Excavation 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) | |||||
| 2Excavation 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 ) | |||||
| 3Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)Ordinary soilManual Meansupto 3 m depth | |||||
| 4PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | |||||
| 5Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsB Coursed rubble masonry (first sort ) | |||||
| 6Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | |||||
| 7Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications | |||||
| 8Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)(i) Ordinary soil, A) Manual Means (Depth upto 3 m) | |||||
| 9Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | |||||
| 10Centring and shuttering including strutting,propping etc and removal of form work for:(b) Walls (any thickness0 including attached pilasters,buttresses,plinth and string courses etc. | |||||
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