Tender For General- Rm 2026-27 Kanjiramkulam - Rc1 - Cluster-1 - Kanjiramkulam - 1 Year Running Contract For Various Pwd Roads Under Kanjiramkulam Roads Section In Thiruvananthapuram District - 3 Road Stretches For The Length Of 7.50 Km -General Civi
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Tender for General- Rm 2026-27 Kanjiramkulam - Rc1 - Cluster-1 - Kanjiramkulam - 1 Year Running Contract For Various Pwd Roads Under Kanjiramkulam Roads Section In Thiruvananthapuram District - 3 Road Stretches For The Length Of 7.50 Km -General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Appendix-A- Pre-monsoon works |
| 2 | OD169879/2026-2027:Engaging Man Mazdoor for petty works |
| 3 | OD6400/2026-2027:Engaging Hydraulic Excavator or similar type of machinery for the removal of encroachments during eviction, debris and loading i tipper etc as per the direction of Engineer in charge. |
| 4 | OD6405/2026-2027:Engaging tipper for removal of debris and conveyance of waste materials away from the site as per the direction of Engineer in charge. |
| 5 | OD169881/2026-2027:Cutting branches of trees overhanging above any structures of girth beyond 120cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete. |
| 6 | OD169882/2026-2027:Cutting branches of trees overhanging above any structures of girth between 90cm to 120cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete. |
| 7 | OD169883/2026-2027:Cutting branches of trees overhanging above any structures of girth between 60cm to 90cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete |
| 8 | OD169884/2026-2027:Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete. |
| 9 | OD7395/2026-2027:Lifting and relaying the old RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses, etc. complete |
| 10 | OD7708/2026-2027:Clearing chocked up side drain by manual means and disposal of waste materials for a minimum distance of 5 km lorry conveyance etc. complete. |
| 11 | 2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area |
| 12 | Appendix-B-Proactive/Preventive Maintenance |
| 13 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. |
| 14 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) |
| 15 | 55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. |
| 16 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. |
| 17 | 55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. |
| 18 | 55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface. |
| 19 | 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 |
| 20 | 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. |
| 21 | 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. |
| 22 | 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. |
| 23 | OD6396/2026-2027:Mix Seal Surfacing: Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and nishing to required level and grades as per Technical Specication Clause 509 of MORD.(Total usage of bitumen is 22.00kg/10m2) :-By Manual Means |
| 24 | 12.4: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. |
| 25 | 12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork) |
| 26 | 12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications<br> PCC Grade M15 ( Without formwork) <br> |
| 27 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br> |
| 28 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer |
| 29 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications |
| 30 | 55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete |
| 31 | OD6395/2026-2027:Providing and Sticking of non - retro reflectorized Vinyl sign on Existing Display Board for Running Contract Work with one year warranty (manufactured with vinyl printed sheet) |
| 32 | 55.15:Refurbishment of existing signboardsRefurbishment of existing signboards of all size except gantry mounted ones to their original reflectivity & position by removing obstructions like overgrowth vegitation etc ,if any,washing the signboards with water & soap solution to remove all dirt, oil etc. , correcting any dislocations including minor repairs, replacement of lost nut and bolts etc complete. |
| 33 | 8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes. |
| 34 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 35 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 36 | OD169891/2026-2027:Supplying of RS emulsion at site for pot hole filling with Bitumen Ready Mix compound |
| 37 | OD169892/2026-2027:Filling up pot holes with bituminous ready mix compound (25 kg/bag) and compacting by ramming to get a compact surface including cost of materials, laying charges, transportation to site etc complete. Rate arrived for a bag of 25 kg after applying a tack coat on surface |
| 38 | ROUTINE INSPECTION |
| 39 | OD6394/2026-2027:Engaging labour with passenger car not less than 1000cc for conducting and reporting routine inspection for 20km for the enitre length of project road at a frequency of 7 days throughout the agreement period of running contract as per the direction of departmental officer. Please Enable Macros to View BoQ information |
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