GENERAL BUDGET 2023 24 LAST REACH OF NEDUMUDY KUPPAPURAM ROAD UPTO VEMBANADU KAYALTHEERAM ROAD General Civil Work

Amount

Appendix A: Formation of road way

OD8897/2023-2024:Supplying ,providing and laying woven coir Geo textiles fabric of type H2M5 ( 900gram / sqm opening size 9 x12thickness, 7.16mm with wide width tensile strength 19.8 KN / m in machine direction , 18.8 KN /m in cross machine direction and trains at failure of 27.63 in machine direction and 21.06% in cross machine direction in warp direction right angle to the alignment of the road formation with suitable laps as directed by the departmental officers at site. .

OD33596/2023-2024:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

4.2.A.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method

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.

OD9559/2023-2024:Mix seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20mm thickness compossed of 11.2mm to 0.9mm Type-A aggregate using penetration grade bitumen to required line, grade and level to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 KN static roller and finishing to required level and grades as per Technical specification cluse 509 of MORD(Usage of bitumen is 22.00kg /(10m2) By Manual Means

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.

8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm 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.

8.15:Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)

55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm <br>Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.<br>300 mm x 900 mm

8.4.2:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm 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.<br> 60 cm equilateral triangle

8.4.12:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm 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. 50cmx 60 cm rectangular (Single chevron etc.)

Appendix B: Construction of single Box culvert ( 6 X 4) M Span)

12.1.5.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. <br> Marshy Soil Depth upto 3 m (Excluding Shoring) - Mechanical Means<br>

OD8906/2023-2024:Putting up ring bund 3.00m wide at top and 7 m width at bottom and 4.50 m height two rows of 1/2 split coconut post 6 m long at 60cm c/c ,1/3 split cocunut wailing pieces two rows at either side ,1/3 splitare anul reepers 5 rows an either side and full sizebamboo post for supplying bund and ettamatt thathes at both side etc.

OD8907/2023-2024:Bailing out water with 5 to 10 H.P engine and pump set including conveyance to site and erection ,cost of fuel ,lubricating oil ,erection charges ,pay of charges etc,.

OD8908/2023-2024: Supplying and stacking well matured straight, coconut pile 200 to 300mm dia including all cost conveyance etc. complete.

OD8909/2023-2024:Driving down the coconut piles 200to 300mmdia to the approved lines and levels in various strata including all hire and labour for staging plat form necessary for pile driving after pointing the bottom end upto 8m depth below ground level etc complete

OD8910/2023-2024:Cutting excess length of wooden piles and removing them carefully etc. complete

OD8911/2023-2024:Supplying and Filling 6mm broken stone for foundation box culvert Clay area including all cost and conveyance of materials and Laboure charges boxing curing etc complete

OD75414/2023-2024:Dry stone masonry for Retaining wall including all cost conveyance and labour charges etc complete

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.E.1.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 - Using Concrete Mixer

12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20

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

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

OD8912/2023-2024:Supplying and fixing 110mm P.V.C . including all cost ,conveyance, labour charges etc. complete

8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Appendix C:Protective works to approaches (6 x 4 M span single box culvert )

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)

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

OD8903/2023-2024:Dry stone masonry for Retaining wall

OD9482/2023-2024:RR masonry in foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand)

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

OD8905/2023-2024:Providing and fixing guard Post :Providing and fixing guard Post of size 200mm X 200mm,900mm long,500mm above ground level and 400mm below retaining wall top casted in M20 Grade concrete reinforced with 4nos of 8mm Dia longitudinal bars and 6mm dia stirrups @100mm C/C ,firmly fixed in position by means of foundation of size 0.5m x 0.5m x0.7m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in alternate white and black band 20cm wide

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

Appedix D: Construction of 1000MM Dia RCC pipe culvert )

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)

OD8884/2023-2024:Supplying and Filling 6mm broken stone for foundation box culvert Clay area including all cost and conveyance of materials and Laboure charges boxing curing etc complete

9.3.A:Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first-class bedding of granular material in a double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in headwalls and parapets 1000 mm dia

OD8885/2023-2024:Dry stone masonry for Retaining wall

OD65646/2023-2024:Stone masonry - Random Rubble Masonry (coursed /uncoursed)work in cement mortar 1:6 for substructure complete as per drawing and technical specifications

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

Appedix E : Side protection works

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.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>

12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>

OD34404/2023-2024:Dry stone masonry for Retaining wall including all cost conveyance and labour charges etc complete

OD34423/2023-2024:RR masonry in foundation and plinth with cement mortar 1:6 (1 cement : 6 coarse sand)

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

OD34407/2023-2024:Providing and fixing guard Post :Providing and fixing guard Post of size 200mm X 200mm,900mm long,500mm above ground level and 400mm below retaining wall top casted in M20 Grade concrete reinforced with 4nos of 8mm Dia longitudinal bars and 6mm dia stirrups @100mm C/C ,firmly fixed in position by means of foundation of size 0.5m x 0.5m x0.7m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in alternate white and black band 20cm wide

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

OD34467/2023-2024:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Bidder Name

A C KOSHY