TN NO 08/2019-20/SDO

Amount

Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. a) box cutting for wideneing portion

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- V Material

Wet Mix Macadam (Table 400-13) 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, Complete as per clause 406 of MORTH Specification.

Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared ituminous/ granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces

Dense Bituminous Macadam - Graded-I 75 mm thick (Table - 500-10). Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by Job Mix Formula by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade , level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No.505 of MORTH specification Grading I

Bituminous Macadam - Graded-II 50mm thick (Table - 500-10). Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by Job Mix Formula by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade , level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No.504 of MORTH specification Grading II

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job MIx Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH specification cpmplete in all respects - Grading II

Formation of embankment using cut earth with a lead of 1 km. including Compaction by power roller including removal and satisfactory disposal of all materias in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification - For Berms

Disposal of boxing surplus earth with an average lead of 1 Km away from the work site.

Construction of Box culvert of sizes 1.50x1.00 m at Ch: 262,1222, 1320, 1819, 2371, 2697, 2941,3602, 3714, 4429, 4667, 5629, 5901, 5983, 6753, 7368, 7701,7764, 7871,

Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for foundation.

Filling with Quarry Dust to required thick below the foundation concrete including cost and conveyance of all material to site form any approved source satisfying the standard and specifications, and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering to obtain the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., complete for body wall and cradle portion

Plain Cement Concrete M15 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Foundation leveling course

Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Retaining wall below Sill Level

Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Retaining wall above Sill Level

Vibrated Reinforced Cement Concrete [Design Mix] M30 grade using ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete for BOX CULVERT.

Supply and fabrication of steel Grade Fe-500 required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification

Dismantling RR Masonry in cement mortor and disposed the same away from road side including all labour charges etc complete

Construction of Box Culverts of size 3.00x2.00 m at Km.1/10 & 8/4

Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for foundation.

Filling with Quarry Dust to required thick below the foundation concrete including cost and conveyance of all material to site form any approved source satisfying the standard and specifications, and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering to obtain the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., complete for body wall and cradle portion.

Plain Cement Concrete M15 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Foundation leveling course

Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Retaining wall below Sill Level

Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Retaining wall above Sill Level

Vibrated Reinforced Cement Concrete [Design Mix] M30 grade using ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete for BOX CULVERT.

Supply and fabrication of steel Grade Fe-500 required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification

Dismantling RR Masonry in cement mortor and disposed the same away from road side including all labour charges etc complete

Construction of RCC Drain inKm 0/0-1/0,Km4/0-5/0,Km 6/0-7/0,Km 7/0-8/0& Km 8/0-8/4 (Left Side)

Earthwork excavation in all classes of soil including kankar except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for foundation of side drain

Km.0/0-1/0,Km.4/0-5/0,Km.6/0-7/0, Km.7/0-8/0 & 8/0-8/4 (Left Side )

Plain cement concrete M10(Nominal mix 1:3:6) using 40mmISS graded HBG metal including cost conveyance of all materials to site including cost and labour charges for form work and centering,labour charges for compacting, curing, including all incidental charges etc complete as per standard specification FOR LEVELLING course below foundation

Km.0/0-1/0 (Left Side )

Km.4/0-5/0 (Left Side )

Km.6/0-7/0 (Left Side )

Km.7/0-8/0 (Left Side )

Km.8/0-8/4 (Left Side )

Vibrated Reinforced Cement Concrete M-25 (Design Mix) 1:1.5:3 using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel, but including labour charges for mixing, transporting, laying, curing concrete, soft water working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for Raft slab,Side Walls and Bottom slab of the side drain

Km.0/0-1/0 (Left Side )

Km.4/0-5/0 (Left Side )

Km.6/0-7/0 (Left Side )

Km.7/0-8/0 (Left Side )

Km.8/0-8/4 (Left Side )

Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete, Fe-500 grade

Km.0/0-1/0, Km.4/0-5/0,Km.6/0-7/0, Km.7/0-8/0 & 8/0-8/4 (Left Side )

Construction of RCC Drain inKm 0/0-1/0,Km 1/0-2/0, Km4/0-5/0,Km 6/0-7/0, (Right Side)

Earthwork excavation in all classes of soil including kankar except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for foundation of side drain

Km.0/0-1/0, Km.1/0-2/0,Km.4/0-5/0,Km.6/0-7/0

Plain cement concrete M10 (Nominal mix 1:3:6) using 40mmISS graded HBG metal including cost conveyance of all materials to site including cost and labour charges for form work and centering,labour charges for compacting, curing, including all incidental charges etc complete as per standard specification FOR LEVELLING course below foundation

Vibrated Reinforced Cement Concrete M-25 (Design Mix) 1:1.5:3 using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel, but including labour charges for mixing, transporting, laying, curing concrete, soft water working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for Raft slab,Side Walls and Bottom slab of the side drain

Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete, Fe-500 grade

Dismantling of foot path & Providing crash barrier to the Minor Bridge @ km 0/6

Dismantling the the existing crash barrier/ footpath/ hand rails and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.

Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm & below ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, transporting, laying, and curing concrete,working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete for CRASH BARRIER.

Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for ixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab.

Providing Road Furnitures and Signages

Providing and erecting direction and place identification Retro reflectorised sign made out of High Intensity Prismatic Grade Sheeting confirming to Type XI standards of IRC-67 : 2012 and ASTM D 4956-09,specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6 mm with a clear height of not less than 2.10m from ground level to the bottom sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm size including cost and conveyance of all materials, equipment,Machinery and labour with all leads and lifts,loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Refectro sheet shall consist of minimum coefficient of Retro -Reflection as per Table 6.6 of IRC 67-2012. The retro Refelective sheeting shall be covered under 7years warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC 67: 2012 specification (as per MORT & H specification No.801) (for areamore than 0.9 Sqm.) Km 0/0-8/310

Providing and erecting direction and place identification Retro reflectorised sign (With Definition) made out of High Intensity Prismatic Grade Sheeting confirming to Type IV standards of IRC-67 : 2012 and ASTM D 4956-09,specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6 mm with a clear height of not less than 2.10m from ground level to the bottom sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm size including cost and conveyance of all materials, equipment,Machinery and labour with all leads and lifts,loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Refectro sheet shall consist of minimum coefficient of Retro -Reflection as per Table 6.6 of IRC 67-2012. The retro Refelective sheeting shall be covered under 7years warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC 67: 2012 specification (as per MORT & H specification No.801) Km 0/0-8/310 (80cm x 60 cm Rectangular)

Providing and laying of hot applied thermoplastic compound 2.5mm thick including refelectorising glass beads @ 250gms per sqm, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from stradks and holes etc., complete (as per MORT & H SPECIFICATION No.803) for center line marking and edge line marking. Km 0/0-8/310

Providing and fixing reflective road studs of Category A raised pavement markers made out of poly corbonate/methyl methecrylate/ABS moulded body conforming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values confirming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No.RW/NH.33023/10/ 97-Do.III dt.11.06.97. The length, height and width of the body shall not be less than 100mm, 15mm and 90mm and with minimum reflective area of 13 sqm on each side and the slope to the base shall be 35 +/- 5degree. each reflector shall have a CIL not more than values specified in table 2 of said MORTH circular. the strength of detachment of the intragrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/-2mm) from the body is to be a minimum value of 500Kgf. Fixing will be drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommandation and complete as directed by the engineer. The marker shall support a load of 13635kg tested in accordance with ASTM D4280 and conforming to IRC 35-2015 guidelines and MORT&H specification 804 etc., complete. Km 0/0-8/310

Supplying and installation of delineators (road way indicators,hazard markers and object markers),80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips,fitted with 80 X 100mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc.,complete (as per MORT & H specification No.806) Km 0/0-8/310

Providing and fixing of retro reflectorised cautionary mandatory and informatory sign(without definition board) made out of high intensity prismatic grade sheeting confirming to Type-IV standards of IRC 67 -2012 and ASTM D 4956-09 , specification and fixed over 2mm thick Aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm mild steel angle and supported on a mild steel angle post 75 mm. x 75 mm. x 6mm with a clear height of not less than 2.10m from the ground level to the bottom of th sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 Cm. 60 Cm size including cost and conveyance of all materials, equipment,Machinery and labour with all leads and lifts,loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Refectro sheet shall consist of minimum coefficient of Retro -Reflection as per Table 6.6 of IRC 67-2012. The retro Refelective sheeting shall be covered under 7years warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC 67: 2012 specification (as per MORT & H specification No.801) (90 Cm. equilateral triangle) Km 0/0-8/4

Providing and Fixing of Retro- Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type IV standards of IRC-67: 2012 and ASTM D4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75x75x6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the groud by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.. High intensity Retro- Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro-refective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) Km 0/0-8/4.

Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.80m high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 95mm above road/ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M 15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS: 1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in charge. Km.0/2

Construction of Centre median

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour equipment and all incidental charges such as baling out water, providing and maintaining necessary coffer dams, sheeting, shoring, bracing and their subsequent removal. Removal of all logs, stumps grubs and other deleterious matter and obstruction, trimming bottom of excavation, back filling and clearing the site and disposal of all surplus material etc., complete as per relevant standard specification for CENTRE MEDIAN.

Vibrated Cement Concrete M15 nominal mix 1:2:4 using 20 mm ISS graded hard granite broken metal including cost and conveyance of all materials to site including cost and conveyance of cement including labour charges for mixing transporting, laying and curing concrete, cost of form work, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for CENTRE MEDIAN.

Filling under the pipe culvert with gravel filling using good girtty gravel including cost and conveyance including labour charges for filling in layers watering, tamping nder obtimum moisture content to get the maximum density all incidental charges etc.,complete. Km 0/2,0/10,1/10 &8/4

Calculation of SubTotal, GST and Total carried out by system automatically

Sub Total Amount for above all items

GST 12% for the above SubTotal Amount

V RASAPPAN AND CO