Tender For Deposit-Restoration Work Of Open Pit Excavated For 33Kv And 11 Kv Cable Laying Of Kseb From Nallalam Substation To Ferokh Bridge Boundary Wall Ch:252/520 To 256/331 Lhs In Old Nh 66-Restoration Work-General Civil Work
Tender Overview
Project Description
Tender for Deposit-Restoration Work Of Open Pit Excavated For 33Kv And 11 Kv Cable Laying Of Kseb From Nallalam Substation To Ferokh Bridge Boundary Wall Ch:252/520 To 256/331 Lhs In Old Nh 66-Restoration Work-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Berm portion |
| 2 | 3.13.1.B: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. Ordinary soil - Mechanical Means - (Depth upto 3 m) |
| 3 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. |
| 4 | Shoulder portion |
| 5 | 3.13.1.B: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. Ordinary soil - Mechanical Means - (Depth upto 3 m) |
| 6 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. |
| 7 | OD329686/2025-2026:Strengthening the loose earth below the required locations for preparing the base width graded granular meterial spreading in uniform layer by compacting with plate compactor. |
| 8 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method |
| 9 | BM&BC Portion |
| 10 | 3.13.1.B: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. Ordinary soil - Mechanical Means - (Depth upto 3 m) |
| 11 | 3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. |
| 12 | OD329729/2025-2026:Strengthening the loose earth below the required locations for preparing the base width graded granular meterial spreading in uniform layer by compacting with plate compactor. |
| 13 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method |
| 14 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 15 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. |
| 16 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 17 | OD140432/2026-2027:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG-40) transported to the site, laid over previously prepared surface with a paver finisher to the required grade, level and alignment and rolled asper clauses 501.6 and 501.7 to achieve the desired compaction for grading II (19mm nominal size) |
| 18 | OD140543/2026-2027:1Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder VG-40 at 5.4 % of mix and filler, transportingthe hotmix to work site, laying with a hydraustatic paver finisher with sensor controll to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction asper MORTH specification clause no 507 complete in all respects for grading II(13.2mm nominal size) Please Enable Macros to View BoQ information |
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