GENERAL-RM 2025-26 RC-2 Phase -1 Palode Roads Section Cluster 2 Zone 1- One year Running Contract RC for PWD roads under Roads Section Palode in TVM district- 1 road stretch for a length of 23.400 Km TS Road - General Civil Work.

Amount

Appendix-A: Initial rectification[Reactive Maintenance]

3.14:Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.

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.

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.

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.

OD4794/2025-2026:Providing , laying and rolling of close graded premix surfacing material of 40mm thickness composed of 11.2mm to 0.09mm (type-A ) aggregates using viscosity grade bitumen (VG30) to the required line ,grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable Plant , levying and rolling with a smooth wheeled roller 8-10 ton to archive the desired compaction

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.

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.

12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)

8.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-

OD10442/2025-2026:Providing and fixing of DLP board with non-retro-reflectorized Vinyl sign with 1 year warranty manufactured Vinyl printed sheeting fixed over aluminium sheeting 2mm thick/aluminium composite material sheeting 4mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on designed foundation with M15 grade cement concrete min size 45cm x45cmx60cm, 60cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.

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.

Appendix B : Pre-Monsoon Works

2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means

OD4802/2025-2026:Engaging daily labour for engaging petty works

OD4797/2025-2026:Engaging wood cutter of trees and removal of fell down trees and branches etc. complete

OD4798/2025-2026:Hire Charges for wood cutting equipment's , pulleys etc.

OD4800/2025-2026:Clearing chocked up side drain by manual means and depositing the waste material for a minimum distance of 5Km lorry conveyance as per clause 305. etc complete.

OD4799/2025-2026:Engaging earth movers like JCB for cutting excess earth and other debris in Tipper and clearing culvert , drain etc.

OD4803/2025-2026:Tipper for removal of all debris, branches and waste materials away from the site.

OD4801/2025-2026:Lifting the existing pre-cast R.C.C covering slabs from drain and culvert for removal of silt and placing the same slab on position after completion of clearing work including all labour charges and miscellaneous expenses etc. complete

3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)

8.46:Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic

Appendix-C : Proactive/Preventive Maintenance

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

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.

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.

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)

OD29592/2025-2026:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 (20mm aggregates) ( Without formwork)

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

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

OD4795/2025-2026:Filling up potholes with bituminous ready mix compound(25kg bag) and compacting by ramming to get a compact surface including of cost of materials, laying charges,transportation to site etc. complete.Rate is arrived for a bag of 25kg

OD4796/2025-2026:Providing , laying and rolling of close graded premix surfacing material of 40mm thickness composed of 11.2mm to 0.09mm (type-A ) aggregates using viscosity grade bitumen (VG30) to the required line ,grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable Plant , levying and rolling with a smooth wheeled roller 8-10 ton to archive the desired compaction

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

Appendix D: Emergency Works

8.45:Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001

OD10488/2025-2026:Tipper for removal of all debris, branches and waste materials away from the site.

OD10489/2025-2026:Engaging earth movers like JCB for cutting excess earth and other debris in Tipper and clearing culvert , drain etc.

OD10498/2025-2026:Engaging Wood cutter for cutting and removing dangerous trees and branches etc. complete as per the direction of the departmental officers at site

OD10496/2025-2026:Engaging mazdoor for cleaning chocked culvert and drainage and wood cutting works etc. complete asper the direction of department officers at site.

8.46:Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic

K BABY NAIR (BID ID -2250717)

R P UDAYAKUMAR (BID ID -2249951)

Bidder Name

K BABY NAIR

RADHAKRISHNAN.K.A

R P UDAYAKUMAR