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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹96,360
Closing Date
23 Mar 2026, 10:00 amClosed
Executive Engineer, Bomdila PWD Division
O/o Executive Engineer, Bomdila PWD Division, Bomdila, West Kameng District, AP.
Construction of Retaining Wall and Approach Road with Paver Block at Yashi Santen Choiling Gompa, New Kaspi
2026_PWDAP_3099_1
BDL/TandA-23/TSD-06/2025-26/20
Open Tender
Civil Works – Roads
Item Rate
Kaspi
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,500
EE PWD Bomdila
₹96,360
23 Mar 2026
14 Mar 2026
23 Mar 2026
14 Mar 2026
23 Mar 2026
14 Mar 2026
Retaining Wall 5.00M height
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 with approved materials. Ordinary Soil [Manual Means] upto 3.00M height
Ordinary Rock Not requiring blasting [Manual means Depth upto 3.00M]
PCC 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.)
Stone Masonry work in Cement Mortar 1:3 for Sub-Structure complete as per drawing and Technical Specifications. A) Random Rubble Masonry
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
Providing 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
Retaining Wall 3.00M height
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 with approved materials. Ordinary Soil [Manual Means] upto 3.00M height.
Ordinary Rock Not requiring blasting [Manual means Depth upto 3.00M]
PCC 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.)
Stone Masonry work in Cement Mortar 1:3 for Sub-Structure complete as per drawing and Technical Specifications. A) Random Rubble Masonry
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
Providing 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
Approach Road with Paver Block
Excavation 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 the excavation earth to the extent required and utilising the remaining earth locally for road work.) Ordinary soil Manual Means ( Depth upto 3m)
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.). B) By Manual means Grading- I ( Using Screening Crushable type such as Moorum or Gravel b) Using Screening Type-A (13.2mm Agg.)
Sand Filling in foundation trenches as per drawing & technical specification
Providing and laying factory made chamfered edge cement concrete paver block in footpath, parks, drive ways or light traffic parking etc, of required strength , thickness & size /shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks as per required size and pattern , finishing and sweeping extra sand. complete all as per direction of Engineer-in-charge. 80 mm thick C.C. paver block of M-30 grade with approved colour design and pattern
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finance_3299.pdf
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BOQ_3299.xls
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