Widening and Improvement works to Pallippadi-Karakurissi road in bet ch 2/000 to 5/300 Km in Palakkad District.

Amount

2.3.2.A : Clearing and Grubbing Road Land - In area of light jungle - By Mechanical Means<br> 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

3.6 : Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres 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

3.13.1.B : Excavation for Structures - Ordinary soil - (Depth upto 3 m) - Mechanical Means <br> 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.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, 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)

3.8.A : Excavation in Hard Rock ( blasting prohibited ) - Mechanised <br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.Excavation in Hard Rock ( blasting prohibited ) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised

4.1.B.1 : Granular Sub-Base - Grading-V - (Table:- 400-1) for sub base cum drainage layer - Mix in Place Methodl<br> Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.Granular Sub-Base with Close Graded Material (Table:- 400-1) - By Mix in Place Method :- For Grading - I MaterialConstruction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

4.12 : Wet Mix Macadam 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 : Prime CoatProviding 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 0.7kg/sqm using mechanical means.

5.2.a : Tack Coat for bituminious surface :-Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

5.2.b : Tack Coat for Granular Surface treated with primer Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

5.7.1 : Close Graded Premix Surfacing/Mixed Seal Surfacing :- Case I, Type - A - Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour.Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using penetration grade bitumen using VG 30 to the 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 Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.

55.4 : Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

55.5.a : Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading, levelling and rolling to required line and level for thickness up to 20 mm.

55.2 : Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

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.

12.4 : P CC 1:3:6 in Foundation <br>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.P CC 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.

12.8.1.C : RCC Grade M20 - (Without formwork) - Using Concrete Mixer <br> Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical SpecificationsPlain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 Using Concrete Mixer (Without formwork)

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

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

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

8.5 : Direction and Place Identification Signs upto 0.9 sqm Size Board (Type IV) 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.

8.14.1 : Kilometre Stone :- Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.5th Kilometre stone ( precast)

8.14.2 : Kilometre Stone :- Reinforces cement concrete M 15 grade Kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone ( precast)

8.14.3 : Kilometre Stone :- Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC-8-1980, fixing in position including painting and printing etc Hectometer stone (precast)

55.10.1 : Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm 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 801.300 mm x 900 mm

SHIJU GEORGE

Malabar Plus Constructions