Up-gradation of Garh to Choti Band road Km. 0/000 to 2/000

Amount

Excavation in soil in hilly area in all heights and depths and in all kind of soil by all means including saturated soil comprising of ordinary soil, soft rocks, hard rocks, chiseling/ wedging out rock (where blasting is prohibited) and their intermediate classification of soil complete including setting out true to the required line, grades, width cutting and trimming of side slopes to level as shown in the drawing and as directed by the Engineer-in- Charge at site according to the M.O.R.D. technical specification section 300 and 1600 and sorting out useful materials and stacking the same with in all leads and lifts in acquired width of the road and transportation of un-useful material for filling in road ways, camber, embankments for grade improvements and disposal of all surplus material to the approved dumping sites through all modes of transporation including head load or animals transport or mechanical means along with its leveling fine dressing and hauling /carriage of machineries, materials, tools equipments and safety measures. All useful mnaterial such as stones, shingles aggregates and slates etcetra shall be sorted and stacked in proper stack. Recovery for useful stones 45.67cum @ 300/- per cubicmetre only shall be effected from the contractor's bill on pro-rata basis as per actural quantity executed. Any loss to the public / private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be compensated by him in all cases. The rate is including of octroi, royality, malkana, toll tax, sale tax GST or other taxes imposed by the government.

Construction of embankment with approved materials obtained from borrowpits , cutting and excavation from drain and foundation of all other structure transporting to site spreading, grading to required slopes and compacted in layout of 200mm (Two hundred milimetre) thickness with three wheel 80-100 (Eighty - Hundred) K.N static/ weight road roller to meet the requirement of table 300.1 and 300.2 as per MORD technical specifications clause 301.5 as per the entire satisfaction and as per direction of the Engineer-in-Charge including carriage of materials within all leads and lifts.The rate is including octroi, royality, malkana, tolltax, Sale Tax, GST or other taxes imposed by the government.

Earth work in excavation for structures in all depths as per drawing and M.O.R.D.technical specification clause 305 & 1603 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge hauling and stacking of useful materials for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, filling of unevenness blind age and finishing the road to specified dimension or as directed by the Enginer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be removed by suitable diversion, bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases. The rate is including of octroi, royality, malkana, toll tax, sale tax GST or other taxes imposed by the government.

Back filling with granular material behind abutments, wing walls, return walls and retaining wall complete as per drawing and M.O.R.D. technical specification clause 1203 and 1604, as per direction of Engineer-In-Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including of octroi, royality, malkana, toll tax, sale tax GST or other taxes imposed by the government.

Construction of Granular Sub base by providing well graded materials as per table 400.1 spreading in uniform layer with tractor mount grader on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 (eighty to hundred) kN static roller capacity to achieve the desired density complete as per MORD technical specifications clause 401 for grading -I material as per the entire satisfaction and direction of the Engineer -in-Charge including carriage of materials within all leads, lift and other incidental.The rate is including octroi, royality, malkana, toll tax, Sale Tax, GST or other taxes imposed by the government.

Providing, laying, spreading and compacting by mechanical means stone aggregates of size 63mm to 45mm (Sixty three millimetre to forty five millimetre) Grading -II, 75mm ( Seventy five millimetre) consolidated thickness to water bound macadam specification including spreading in uniform thickness,using template hand packing, rolling with three wheel 80-100 (eighty to hundred) KN static roller in stages to proper grade and camber, applying and brooming, stone screening Type B of size 11.2mm ( Eleven point two millimetre) nominal size at the rate of 0.20 Cum. (Zero point two zero ) Cubicmetre per ten square metre and binding materials at the rates of 0.06 cum ( Zero point zero six cubicmetre) per ten square metre to fill up the interstices of coarse aggregate watering and compacting to the required density as per M.O.R.D. Technical Specification Clause 405 and as per the entire satisfaction and direction of the Engineer -in-Charge including carriage of materials within all leads and lift and other incidental .The rate is including of octroi, royality, malkana, toll tax, sale tax GST or other taxes imposed by the government.

Providing, laying, spreading and compacting by mechanical means stone aggregates of size 53mm to 22.4mm (Fifty three milimetre to Twenty two point four millimetre) Grading -III, 75mm ( Seventy five millimetre) consolidated thickness to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Three wheel 80-100 (eighty to hundred) KN static roller to stages to proper grade and camber, applying and brooming, stone screening type B 11.2mm ( Eleven point two milimetre) size at the rate of 0.18 cum ( Zero point one eight cubicmetre) per ten squaremetre to fill up the interstices of coarse aggregate watering and compacting to the required density grading per MORD technical Specification Clause 405 as per entire satisfaction and direction of the Engineer -in-Charge including carriage of materials within all leads, lift other incidental .The rate is including of octroi, royality, malkana, toll tax, sale tax GST or other taxes imposed by the government.

Providing and applying primer coat with BITUMEN emulsion (SS-1) with Nano Technology Tera prime emulsion @ 1% (One percent) by weight of emulsion on the prepared surface of granular base including cleaning of road surface and spraying primer @ 0.85 Kg. per Sqm. ( zero decimal eight five kilogram) per square metre using one part of bitumen emulsion SS-I and two parts of water mixed by mechanical means as per M.O.R.D. technical specifications clause 502 and as per the directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, GST, toll tax, Sale Tax or other taxes imposed by the government.

Providing and applying tack coat with Bitumen emulsion (RS-I) with Nano Technology tack emulsion @ 1.4% (One point four percent) by weight of emulsion using emulsion pressure distributor at the rate of 0.275 kg. (zero decimal two seven five kilogram) per square metre using one part of bitumen emulsion RS-I and two parts of water mixed on the prepared granular surface treated with primer and cleaned with hydraulic broom as per M.O.R.D. technical specifications clause 503 including carriage of materials within all leads and lifts and other incidental. The rate is including octroi, royality, GST, toll tax, Sale Tax or other taxes imposed by the government.

Providing and applying tack coat with Bitumen emulsion (RS-I) with Nano Technology tack emulsion @ 1.4% (One point four percent) by weight of emulsion using emulsion pressure distributor at the rate of 0.225 kg. (zero decimal two two five kilogram) per square metre using one part of bitumen emulsion RS-I and two parts of water mixed on the prepared bituminous surface treated with primer and cleaned with hydraulic broom as per M.O.R.D. technical specifications clause 503 including carriage of materials within all leads and lifts and other incidental. The rate is including octroi, royality, GST, toll tax, Sale Tax or other taxes imposed by the government.

Providing, laying and rolling of open-graded premix carpet of 20 mm (Twenty milimetre) compected thickness composed of Type-A 13.2 mm (Thirteen decimal two milimetre) nominal size crushed stne aggregate in retio of 2:1 (Two is to one) respectively at the rate of 0.27 Cum. ( Zero point two seven Cubicmetres) mixed with penetration grade bitumen V.G-10 (Viscosity grade-Ten) Bitumen at the rate of 14.6 Kg. ( Fourteen point six Kilogramme) per ten Square metres and nano technology organosilane (Zycotherm) @ 0.1% ( Zero deciman one persent) of weight of bitumen binder laid on road surface to required line, grade and level to serve as wearing course on a previously prepared base, including mixing and heating binder and aggregate in Hot mix Plant 30/40 ( Thirty / Forty) Tonne per hour capacity, transporting mixed material with tipper to site of work by mechnical means and laying with paver finisher to the required grade and camber and rolling with a three wheel 80-100 (Eighty - Hundred) KN static road roller, finished to required level and grades to be followed by seal coat as per MORD Technical Specification Clause 506 and as per the direction of Engineer-in-Charge including carriage of materials within all leads lifts and other incidental.The rate is including octroi, royality, malkana, toll tax, Sale Tax, GST or other taxes imposed by the government.

Providing and laying seal coat for sealing the voids in a bituminous surface laid to specified level grade and cross fall using type-B as per MORD technical specification Clause 508 with Bitumen binder V.G. 10 (Viscosity grade- Ten) at the rate of 6.80 kg (Six point eight zero kilogram) and nano technology organosilane (Zycotherm) @ 0.1% ( Zero deciman one persent) of weight of bitumen binder mixed with 0.06 (Zero point Zero six) Cubic metre of fine aggregate per ten square metre heated in mini hot mix plant and laying manually of mixed material and rolling with power road roller 8 - 10 tonne (eight to ten) tonnes capacity as per the direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidental. The rate is including octroi, royality, malkana, toll tax, Sale Tax, GST or other taxes imposed by the government.

Scarifying the existing bituminous road surface to the depth of 150mm ( One hundred fifty millimetre) and disposal of scarified material with in all leads and lifts and as per MORD technical specifications Clasue301.4 including carriage of materials with in all leads, lifts and other incidental.The rate is including octroi, royality, GST, toll tax, Sale Tax or other taxes imposed by the government.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 ( forty three) grade cement M30 (Grade)design mix cement concrete, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm ( Twenty five millmetre), mixed in a concrete mixer of not less than 0.2 cum (Zero decimal two cubicmetre) capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel) laying and fixing of 125 ( One hundred twenty five ) micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days using curing compound (where specified) and water finishing lines and grade as per drawing and MORD Technical specification clause 1500, including hauling of materials within all leads and lifts and other incidential or as per the entire stisfaction and direction of Engineer-in-Charge. The rate is including octroi, royality, malkana, toll tax, sale tax GST or other taxes imposed by the Government.

Providing and Laying hot applied thermoplastic compound 2.5mm (Two decimal five milimetre) thick including reflectorising glass beads at the rate of 250 grams per square metre area, thickness of 2.5mm (Two decimal five milimetre) is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MORTH technical specification clasue 803 complete in all respect including carriage of material within all leads, lifts and other incidentals .The rate is including octroi, royality, malkana, toll tax, sale tax GST or other taxes imposed by the government.

Providing and laying mechanically mixed and vibrated concrete for plain cement concrete in open foundation for all type of structure complete using plain cement concrete grade M-10 ( M ten) nominal mix 1:3:6 (one cement is to three sand is to six crushed stone agg. 40mm (fourty millimetre) nominal size in or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arrise at the time of laying concrete complete for all heights/ depths including the cost of form work as per drawings and M.O.R.D. technical specification section 800, 900 and 1200 and to the entire satisfaction and direction of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect. The rate is including octroi, royality, malkana, toll tax, sale tax GST or other taxes imposed by the government.

Providing and laying mechanically mixed and vibrated concrete for plain cement concrete in sub structure for all types of structure using plain cement concrete grade M-15 (M Fifteen) design mix having cement contents not less than 275 Kg. (Two hundred seventy five Kilogram) in or under water including curing complete, pumping or bailing out water, dewatering and removal of slush as required at site which may arise at the time of laying concrete complete for all heights/depths including cost of form work in abutments etcetra as per drawings and MORD technical specifications section 800,900 and 1200 and as per the directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals and entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the government.

Providing and laying flooring laid over Cement conrete bedding complete using cement concrete blocks grade M 15 (M Fifteen) complete as per drawing and technical specification clausse 1303 and curing complete as per directions of Engineer-in-Charge including carriage of material witin all leads and lifts and other incidental .The rate is including octroi,royality,malkana,toll tax ,sales tax GST or other taxes imposed by the government.

Providing and laying mechanically mixed and vibrated concrete in cradle bedding for all types of structure of plain cement concrete grade M-15 (M-fifteen) nominal mix 1:2 ½ :5 (one cement : two and half sand : five graded crushed/broken stone aggregate 40mm (forty millimetre) nominal size in or under water including curing complete pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying concrete complete for all heights/ depths including cost of form work as per drawing and technical specification Section/Clause 800,900 and 1101 as per the directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals and entire satisfaction of the Engineer-in-Charge. The rate is including octroi, royality, Malkana, toll tax, sale tax GSTor other taxes imposed by the Government.

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling as per the directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals and entire satisfaction of the Engineer-in-Charge. The rate is including octroi, royality, Malkana, toll tax, sale tax GSTor other taxes imposed by the Government.

Providing and laying (to level or slope ) 900 mm (Nine hundred millimetre) diametre reinforced cement concrete heavy duty non pressure pipe I.S Class NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement : two sand) but excluding the cost of excavation, protection works, back filling, concrete and masonry work in head walls and parapets as per drawing and technical specifications clause 1101 and as per the direction of the Engineer -in-Charge including carriage of materials within all leads, lift and other incidental . The rate is including octroi, royality, malkana, toll tax, sale tax, GSTor other taxes imposed by the Government.

Providing and laying of boulder apron laid in wire crates with 4mm (Four milimetre) dia GI wire conforming to IS:280 and IS:4826 in 100mm x100mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone bounders weighing not less than 40 Kg (Forty kilogram) each as per drawing and technical specification clause 1301 as per the direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, sale tax GST or other taxes imposed by the Government.

Supplying fitting and placing HYSD bar reinforcement ( Fe-415) in sub-structure complete as per drawing and M.O.R.D. technical specifications clauses section 1001 and 1200 including cutting, bending, binding and placing in position complete in all respect including cost of binding wire including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect and as per the direction of Engineer-In-Charge. The rate is including octroi, royality, Malkana, toll tax, sale tax GST or other taxes imposed by the Government.

Supplying fitting and placing HYSD bar reinforcement ( Fe-415) in superstructure complete as per drawing and M.O.R.D. technical specifications clauses 1001 and 1400 including cutting, bending, binding and placing in position complete in all respect including cost of binding wire including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect and as per the direction of Engineer-In-Charge. The rate is including octroi, royality, Malkana, toll tax, sale tax GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated reinforced concrete in Sub- structure for all types of structure using reinforced concrete of Grade M-20 (M Twenty) design mix having cement contents not less than 330 kgs (Three hundred thirty kilogram) per cubic metre with 20 mm (Twenty Millimetres) nominal size graded crushed stone aggregate and curing complete including the cost of form work but excluding the cost of reinforcement for reinforced concrete work in Bed Block and dirt wall etcetera complete as per drawings and MORD technical specifications section 800,900 and 1200 and as per the direction of Engineer-in-Charge including carriage of material within all leads , lifts and other incidentals .The rate is including octroi, royality, malkana, tolltax, sale tax GSTor other taxes imposed by the government.

Providing and laying mechanically mixed and vibrated plain cement concrete in open foundation for all types of structure Grade M-20 (M Twenty) design mix having cement contents not less than 330 kgs (Three hundred thirty kilogram) per cubic metre with 20 mm (Twenty Millimetres) nominal size graded crushed stone aggregate and curing complete including the cost of form work for all heights/ depth in abutments etcetera complete as per drawings and MORD technical specifications section 800 ,900 and 1200 and as per the direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals .The rate is including octroi, royality, malkana, toll tax, sale tax GST or other taxes imposed by the government.

Providing and laying mechanically mixed and vibrated reinforced cement concrete in Super structure for all types of structure grade M-25 (M Twenty five) designed mix having cement contents not less than 400 kg (Four hundred kilogram) per cubic metre with 20 mm (Twenty milimetre) nominal size graded crushed stone aggregate as per drawings and technical specifications section 800, 900 and 1400 and curing complete including cost of form work but excluding the cost of reinforcement for reinforced concrete work (Deck slab) including carriage of materials within all leads and lifts and other incidents. The rate is including octroi, royality, malkana, toll tax, sale tax GSTor other taxes imposed by the government.

Providing and fixing of typical PMGSY informatory sign board with logo as per drawing and M.O.R.D. specification. Three MS plates of 1.6 mm ( one point six millimetre) thick top and middle plate duly welded with MS flat iron 25mmx5mm ( twenty five millimetre into five millimetre) size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm (twenty five millimetre into twenty five millimetre into five millimetre). The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. ( Two Number) 75mmx75mm (seventy five millimetre into seventy five millimetre) of 12 SWG ( twelve standard wire gauge) sheet tubes posts duly embedded in cement concrete M-15 ( M fifteen) grade nominal mix 1:2.5:5 (One cement: two and half sand: five graded or crushed stone aggregate 40mm (Forty milimetre) blocks of 450mmx450mmx600mm ( four hundred fifty millimetre into four hundred fifty millimetre into six hundred millimetre), 600mm ( six hundred millimetre) below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mm ( forty seven millimetre into forty seven millimetre) of 12 SWG ( twelve standard wire gauge) steel plate tube. All MS will be stove enameled on both sides. Lettering and printing, arrows, borders etcetra will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing and M.O.R.D. technical specifications section 1700 including carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete and as per direction of Engineer-In-Charge. The rate is including octroi,royality,Mlakana,tolltax, Sale Tax, GST or other taxes imposed by the government.

Providing and fixing Reinforced cement concrete M-15 grade of standard design as per IRC :8 (eight) fixing in position including painting and printing etcetera as per drawing and M.O.R.D.. technical specification rural roads Clause 1703, including mechanically mixed and vibrated (ordinary kilometre stone precast) including hauling/ carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete and as per direction of Engineer-In-Charge. The rate is including octroi,royality,Mlakana,toll tax Sale Tax, GST or other taxes imposed by the government.

Providing and fixing Reinforced cement concrete M-15 grade of standard design as per IRC : 8 (eight) fixing in position including painting and printing etcetera as per drawing and M.O.R.D. technical specification rural roads Clause 1703 including mechanically mixed and vibrated [ 200 metres ( two hundred metre) stone precast], including hauling/ carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete and as per direction of Engineer-In-Charge. The rate is including octroi,royality,Mlakana,toll tax Sale Tax, GST or other taxes imposed by the government.

Providing and fixing of semi-reflective cautionary, mandatory and informatory signs borad of 600mm (Six hundred hundred milimetre) equilateral triangle as per IRC-67, made of 1.5mm (one decimal five millimetre) thick MS sheets duly stove enamelled paint in white colour in front and grey colour on back and red reflective border of 65mm (sixty five millimetre) width and required letters and figures with reflective tape engineering grade as per section 1700 of MORD specifications for rural roads of required shade and colour supported and welded on 47mmx47mm 12 SWG (Forty seven into forty seven millimeter of twelve ( standard wire gauge) sheet tube firmly fixed to the ground by means of properly designed foundation with M 15 (M-Fifteen) grade cement concrete 450x450x600mm, (Four hundred fifty in to four hundred fifty into six hundred milimetre) 600mm (Six hundred milimetre) below ground level as per drawing and MORD technical specification section 1700 including painting angle iron post with primer and two coats of epoxy paint as per the specifications and as per the direction of Engineer-in Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi,royality, Mlakana,toll tax, Sale Tax, GST or other taxes imposed by the government.

Providing and fixing of semi-reflective cautionary, mandatory and informatory signs board 600mm (Six hundred millimetre) circular as per IRC-67, made of 1.5mm (one and half millimetre) thick MS sheets duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 65mm (sixty five millimetre) width and required letters and figures with reflective tape engineering grade as per section 1700 of MORD specifications for rural roads of required shade and colour supported and welded on 47mmx47mm 12 SWG (Forty seven into forty seven millimetre of twelve ( standard wire gauge) sheet tube firmly fixed to the ground by means of properly designed foundation with M-15 (M- fifteen) grade cement concrete 450x450x600mm, (Four hundred fifty in to four hundred fifty into six hundred millimetre) 600mm (Six hundred millimetre) below ground level as per drawing and technical specification section 1700 including painting angle iron post with primer and two coats of epoxy paint as per the specifications and as per the direction of Engineer-in Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi,royality, Mlakana,toll tax, Sale Tax, GST or other taxes imposed by the government.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Section 1700, fixed over aluminium sheeting, 2 mm (Two milimetre) thick with area not exceeding 0.9 sqm (Zero point nine Squaremetre) supported on a mild steel single angle iron post 75 x 75 x 6 mm (Seventy five into seventy five into six milimetre) firmly fixed to the ground by means of properly designed foundation with M 15 (M-Fifteen) grade cement concrete 450x450x600mm, (Four hundred fifty in to four hundred fifty into six hundred milimetre) 600mm (Six hundred milimetre) below ground level as per drawing and MORD technical specification section 1700 including painting angle iron post with primer and two coats of epoxy paint as per the specifications and as per the direction of Engineer-in Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi,royality, Mlakana,toll tax, Sale Tax, GST or other taxes imposed by the government.

Providing and fixing guard stone on curve made of Reinforced cement concrete /local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 and as per the direction of Engineer-in Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi,royality, Mlakana,toll tax, Sale Tax, GST or other taxes imposed by the government.

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 and as per the direction of Engineer-in Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi,royality, Mlakana,toll tax, Sale Tax, GST or other taxes imposed by the government.