Up-gradation of Janjehli Magrugalla Billagad Chhatri road Km. 0/000 to 24/500 and Up-gradation of Janjehli Raigarh Shikarimata road Km. 0/000 to 16/430 under PMGSY-II (Batch-I, 2019-20) Package No. HP-08-522 and HP-08-524.

Amount

Up-gradation of Janjehli Magrugalla Billagad Chhatri road km. 0/000 to 24/500 Package No. HP-08-522.

Excavation in soil in Hilly area by mechinical /Manual means in all heights and depths all kinds of soil such as a pick work , jumper work , blasting work both in soft and hard rock with chiesling / wedging out rock (where blasting is prohibited ) and other intermediate classification of soil including cutting and trimming of side slopes and disposal unserviceable material by mechnical transport to designated dumping site and stacking the serviceable/ useful material on the road berms as per technical specification clause 1603.1, 1603.2and as directed by the Engineer -in - Charge, muttams shall be left at suitable place as directed by Engineer- in - Charge and shall be removed only after attaining the formation level and after final checking of Engineer-in- Charge. The work shall be executed in workman like manner and avoid any damage to the private / Govt. property in the vicinity of work site , if any damage occurs to any property during the course of execution shall be the absolute responsibility of the contractor , which shall have to be duly compensated by him in all cases. The recovery of useful stone quantity 31600.67 cum @ 300/- per cum amounting to Rs:- 9480201/- only shall be done on prorata data basis in each running bill for this item.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Excavation in earth work in excavation for structures in all heights and depths all kind of soil including saturated soil comprising of pick, , jumper, blasting work both in soft and hard rock with chiseling/ wedging out of rock (where blasting is prohibite) and their causes it shall be removed by suitble diversion, pumping and bailling in out and the excavation shall be kept dry whereever so required by the contractor at his own cost, including dressing of slopes and beds setting out confirming to required lines, grades, side slopes as shown in the drawings and dirction of Engineer-in Charge and transportation soil to roadway and then disposing off surplus excavated earth in required width of road or on approved dumping site including its stacking levelling and dressing in all leads and lifts throuth all modes or transportation including head load animal load of mechanical mean or incidental to complete the work as per technical specifications clause 305.1 All useful material, such as stones, shingles, aggregate and states shall be sorted out and stacked along road sides to the maximum possible extent in all leads lifts through all modes of transportation. Any loss to the public and private property during the coursde of exection of disposal of serviceable and unseviceable material which shall be absolute responsibility of the contractor shall have to be duly compensated by him in all respect.

Providing and laying concrete Mechanically mixed and vibrated 1:4:8 (one cement: four sand:eight graded, crushed stone aggregate 40mm (forty millimetre) nominal size for plain concrete in open foundations and plinths or similar works complete as per drawings and technical specification clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Back filling with granular material behind abutment, wing wall and return wall complete as per drawing and technical specifications 1206.3 complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm (hundred milimetre) dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge, clause 1206.6,614 and 709.

Providing and laying of Boulder upron laid in wire crates with 4 mm (four millimetre) dia G.I.wire conforming to IS : 280 and IS:4826 in 100 mm x 100 mm (hundred millimetre into hundred millimetre) mesh (woven) diagonally) including 10 persent extra for laps and joints laid with stones boulders weighting not less then 25 kg (twenty five kilogram) each as per drawing and technical specifications clause 1301 within all leads , lifts,carriage of materials and as per the entire satisfaction and direction of Engineer-in-Charge.

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with mortar grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404. including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing laying spreading and compacting stone aggregate of 63 mm to 45mm(sixty millimetre x forty millimetre) size to water bond macadam specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 Kn in stages to proper grade and camber applying and brooming stone screening / binding material to fill up the interstices of course aggregate watering and compacting to the required density Grading –II as per tech. specification clause 405 By manual mean including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Providing and laying wet mix Macadam spreading and compacting graded stone aggregate to wet mix macadam specification as per clause 406 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.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing laying spreading and compacting stone aggregate of 53mm to 22.4 mm (fifty three millimtre xtwenty two point four millimetre) size to water bond macadam specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 Kn in stages to proper grade and camber applying and brooming stone screening / binding material to fill up the interstices of course aggregate watering and compacting to the required density Grading –III as per tech. specification clause 405 By manual mean including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Prime Coat:- Preparing and applying of water soluble organo silane Nano technology ( for bitumen emulsion application, IRC accredited) with cationic bitumen emulsion CSSI and water( <1000 ppm TDS) in the ratio of 1kg organo silane nanotechnology :100 kg cationic bitumen emulsion CSSI :200 litre water Mixing & Spraying : Take 1 kg of organo silane nanotechnology and add in 200 litre water while filling water in tanker/drum and then add 100 kg cationic bitumen under circulation. Mix the solution completely .Spray the solution @1 Kg per sqm on compacted stone base. Rate including all materials labour hire charges of machery etc .complete as per MORD specifications & direction of Engineer –in- Charge.

Tack Coat :- (With Silane Nano technology) Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application IRC accredited) with cationic bitumen CRSI and water (<1000 ppm TDS) in ratio of 1kg organo silane:100 kg cationic bitumen emulsion CRSI: 200 liter water .Mixing & Spraying: Take 1.4 kg of organo silane nanotechnology and add in 200 litre water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely .Spray the solution @0.3-0.4 kg per sqm on compacted stone base. Rate including all materials labour hire charges of machery etc .complete as per MORD specifications & direction of Engineer –in- Charge.

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.7 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Silane nanotechnology (ZycoTherm) including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Proviuding and laying semi dense bituminous concrete with 60-80 TPH batch type HMP producing an average out put of 50 tonne per hour using crushed aggregate of specified grading premix with bituminous binder @ 5 percent of mix and filler, transporting the hot mix to work site,laying witha hydrostatic paver finisher with sensor control to the required grade,level and alignment,rolling with smooth wheeled,vibratory and tandem roller to achive the desired compaction as per MORD specification clause-509 silance nanotechnology including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Scarifying the existing bituminous road surface to a depth of 150 mm(one hundred fifty millimetre) and disposal of scarified material with a lift upto 3 m (three metre) and lead upto 1000 m as per Technical Specification Clause 301.4 including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

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 or any other type as per Clause 1501 M30 (M-thirty) (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm (twenty five millimetre), mixed in a concrete mixer of not less than 0.2 (zero point two) cum 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 etc including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and laying of cold applied thermoplastic compound 2.5 mm (two point five milimetre)thick including reflectorising glass beads @ 250 gms (two hundred fifty grams) per sqm area, thickness of 2.5 mm (two point 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 specification no 803.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm(eighty millimetre) as per drawings and Technical Specification Clause 1504.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and laying mechanically mixed and vibrated plain cement concrete in open foundation for all type of structure complete of plain cement concrete grade M-10( M Ten) nominal mix using broken stone aggregate 40mm (forty millimeter) 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 under water complete for all heights/ depths including the cost of form work as per drawings and M.O.R.D. technical specification clause 802,803,1202 and 1203 including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and laying mechanically mixed and vibrated plain cement concrete grade M-15 (M-fifteen) design mix with cement contents not less than 275kg (two hundred seventy five kilogramme) per cubic metre in or under water including curing complete pumping or bailing out water de-watering removal of slush as required at site, which may arises at the time of laying under water complete for all heights/depths including cost of form work in Sub Structure i.e abutment toe wall etc .Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge clauses 802,804,806,807,1202 and 1206.

Supplying , fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specification including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge. As per clause 1001.

Supplying , fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specification including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge. As per clause 1001.

Providing and laying mechanically mixed and vibrated /reinforced cement concrete in sub-structure using grade M-20 ( M-Twenty) designed mix with minimum cement contents not less than of 330 Kgs(Three hundred thirty kilograms) per cubic metre with 20mm(Twenty milimetres) nominal size graded crushed stone aggregate as per drawings and M.O.R.D. technical specifications for Roads section 802,804,806,807,1202 and 1206 including the cost of form work but excluding the cost of reinforcement for reinforced concrete work in sub structure i.e. bed block and dirt walls etc

Providing and laying mechanically mixed and vibrated plain cement concrete grade M-15 (M-fifteen) design mix with cement contents not less than 275kg (two hundred seventy five kilogramme) per cubic metre in or under water including curing complete pumping or bailing out water de-watering removal of slush as required at site, which may arises at the time of laying under water complete for all heights/depths including cost of form work in Sub Structure i.e abutment toe wall etc .Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge clauses 802,804,806,807,1202 and 1206.

Providing and laying mechanically mixed and vibrated reinforced cement concrete in super structure as per drawing and M.O.R.D. technical specification section 1401.4 using Reinforced Cement Concrete grade M-25 (M-Twenty five) designed mix with minimum cement contents not less than 400 Kgs(Four hundred kilograms) per cubic metre with 20mm(Twenty milimetres) 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 deck slab, etc.including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and Fixing of typical PMGSY informatory sign board with Logo as per MORD specification and drawing, three MS plate of 1.6mm (one point six millimeter) thick, top and middle plate duly welded with MS flat iron 25mm x 5mm (twenty five millimeters x five millimeters) size on back on edge . The lower plate will be welded with MS angle iron frame of 25 mm x 25mm x5mm ( twenty five millimeters x twenty five millimeters x five millimeter). The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75mm (seventy five millimeter x seventy five millimeters) of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade block of 450mm x 450mm x 600mm) four hundred fifty millimeters x four hundred fifty millimeters x six hundred millimeters), 600mm below ground level the top most plate will be welded to middle plate by 47mm x 47mm (forty seven x forty seven millimeters ) of 12 SWG steel plate tube. All MS will be stove enameled on both side lettering and printing arrows, border etc. will be painted with ready mixed synthetic enameled paint of superior quality in required shade and colour. All section of framed post and steel tube will be painted with primer and two coats of epoxy paint as per drawing and clause 1701 and Annexure 1700.1 including carriage of material in all leads and lifts as per direction of the Engineer-in-Charge.

Providing and fixing 5th kilometre stone (pre-cast) with reinforced cement concrete M-15 grade of standared design as per IRC 8 fixing in position including painting and printing etc. as per drawing and technical specifications clause 1703 including carriage of materials with in all leads and lifts as per direction of Engineer-in-Charge.

Provinding and fixing ordinary Kilometer stone ( pre-cast) with reinforced cement concrete M-15 grade of standared design as per IRC 8 fixing in position including painting and printing etc. as per drawing and technical specifications clause 1703 including carriage of materials with in all leads and lifts as per direction of the Engineer-in-Charge.

Providing and fixing 200 metre stone (pre-cast) with reinforced cement concrete M-15 grade of standared design as per IRC 26 fixing in position including painting and printing etc. as per drawing and technical specifications clause 1703 including carriage of materials with in all leads and lifts as per direction of Engineer-in-Charge.

Providing and fixing of Semi-reflective cautionary, mandatory and informatory sign 600mm (six hundred millimetre) equilante triangle as per IRC-67 made of 1.5 mm (one point five millimetre) thick MS-sheets duly stove enameled paint in white colour in fornt and gray colour on back with red reflective border of 65 mm (sixty five millimetre) width and required letters and figures with reflective tape engineering grade as per Clause 1701. of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm of12 SWG ( forty seven into forty seven millimetre of twelve Standard Wire Gauge) sheet square tube firmly fixed to the ground by mean of properly designed foundation with M-15 grade ( M-fifteen grade) cement concrete 450mm x 450 mm x 600 mm ( four hundred fifty into four hundred fifty into six hundred millimetre), 600 mm ( six hundred millimetre) below ground level as per drawings and Technical Specification Clause 1701 including carriage of materials with in all leads and lifts as per direction of Engineer-in-Charge.

Providing and fixing of Semi-reflective cautionary, mandatory and informatory sign 600mm (six hundred millimetre) Circular as per IRC-67 made of 1.5 mm (one point five millimetre) thick MS-sheets duly stove enameled paint in white colour in fornt and gray colour on back with red reflective border of 65 mm (sixty five millimetre) width and required letters and figures with reflective tape engineering grade as per Clause 1701. of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm of12 SWG ( forty seven into forty seven millimetre of twelve Standard Wire Gauge) sheet square tube firmly fixed to the ground by mean of properly designed foundation with M-15 grade ( M-fifteen grade) cement concrete 450mm x 450 mm x 600 mm ( four hundred fifty into four hundred fifty into six hundred millimetre), 600 mm ( six hundred millimetre) below ground level as per drawings and Technical Specification Clause 1701 including carriage of materials with in all leads and lifts as per direction of Engineer-in-Charge.

Direction and place identification signs up to 0.90 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701including carriage of materials with in all leads and lifts as per direction of Engineer-in-Charge.

Direction and place identification signs more than 0.90 sqm sign board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (maintenance Board)including carriage of materials with in all leads and lifts as per direction of Engineer-in-Charge.

Guard Stone on Curve 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. including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and fixing pavement marker(Cat eyes) made out of ABC 3 metre(Three Metre) plastic of size 128x110x29.5 mm (one hundred twenty eight X one hundred tenX twenty ninepoint five)with out nail having 50mm(fifty millimetre)stem of ABS. the pavement marker shall be installed with epoxy ABC including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and fixing road side delineators ofhieght 600 mm(six hundred millimetre) made of MS pipe of size 50mm(fifty millimetre) of 1.6 SWG having high intensity micro prismatic reflective sheet confirming to ASTM type-XI upto 300 mm lenght balance 300 mm.(three hundred millimetre) It shall be painted with synthetic enamel paint of alternate colour black & white strips.It shall be fixed with 30x30x30cm block with cement concrete 1:2:4 20 mm(twenty millimetre) nominal size complete .Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge. clause 806 as per MORTH specification.

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 including carriage of material in all leads and lifts as per direction of the Engineer-in-Charge.

Collection of hardwood cuttings from appropriate approved species, from sources within 1 km of the road, including trimming the sterms and making the cuttings, and transporting while wrapped in damp material including carriage of material in all leads and lifts as per direction of the Engineer-in-Charge.

Planting unrooted hardwood cuttings (2.0 m(two metre) in length and 3.0(three centemetre )to 8.0 cm(eigtht centimetre) in diameter of appropriate approved species on slopes, including final preparation of cuttings, preparing lines, digging trenches to specified dimensions and forming fascines. including carriage of material in all leads and lifts as per direction of the Engineer-in-Charge.

Road side tree planting containerzed tree and shurbs including potting, transplanting, compacting and mulching on slopes 30 degree to 60 degree pits size 30 cm(thirty centimetre) diametre into 30cm(thirty centimetre) depth. Providing and mixing compost with thre soil, Provisioning and applying of pesticides of required including labour abd transporation to the site. including carriage of material in all leads and lifts as per direction of the Engineer-in-Charge.

Providing and erecting Type -A "W"metal beam crash barrier comprising of 3mm (three milimetre)thick corrugated sheet metal beam rail, 70cm (seventy centimetre)above road/ground level fixed on ISMC series channels vertical post 150x75x5mm (one hundred fifty into seventy five into five milimetre)spaced 2 m (two metre)centre to centre 1.8 m (one point eight metre) high 1.1 m (one point one metre) below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS: 1367 and IS: 1364, metal beam rail to fixed on the vertical post with a spacer of channel section 150x75x5mm (one hundred fifty into seventy five into five milimetre). 330 mm (three hundred thirty milimetre)long complete as per MORTH specification clause 811.3. Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Routine Maintenance Works for five years Km 0/0 to 24/500

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

Up-gradation of Janjehli Raigarh Shikarimata road km. 0/000 to 16/430 Package No. HP-08-524

Excavation in soil in Hilly area by mechinical /Manual means in all heights and depths all kinds of soil such as a pick work , jumper work , blasting work both in soft and hard rock with chiesling / wedging out rock (where blasting is prohibited ) and other intermediate classification of soil including cutting and trimming of side slopes and disposal unserviceable material by mechnical transport to designated dumping site and stacking the serviceable/ useful material on the road berms as per technical specification clause 1603.1, 1603.2and as directed by the Engineer -in - Charge, muttams shall be left at suitable place as directed by Engineer- in - Charge and shall be removed only after attaining the formation level and after final checking of Engineer-in- Charge. The work shall be executed in workman like manner and avoid any damage to the private / Govt. property in the vicinity of work site , if any damage occurs to any property during the course of execution shall be the absolute responsibility of the contractor , which shall have to be duly compensated by him in all cases. The recovery of useful stone quantity 20426.72 cum @ 300/- per cum amounting to Rs:- 6128016/- only shall be done on prorata data basis in each running bill for this item.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Excavation in earth work in excavation for structures in all heights and depths all kind of soil including saturated soil comprising of pick, , jumper, blasting work both in soft and hard rock with chiseling/ wedging out of rock (where blasting is prohibite) and their causes it shall be removed by suitble diversion, pumping and bailling in out and the excavation shall be kept dry whereever so required by the contractor at his own cost, including dressing of slopes and beds setting out confirming to required lines, grades, side slopes as shown in the drawings and dirction of Engineer-in Charge and transportation soil to roadway and then disposing off surplus excavated earth in required width of road or on approved dumping site including its stacking levelling and dressing in all leads and lifts throuth all modes or transportation including head load animal load of mechanical mean or incidental to complete the work as per technical specifications clause 305.1 All useful material, such as stones, shingles, aggregate and states shall be sorted out and stacked along road sides to the maximum possible extent in all leads lifts through all modes of transportation. Any loss to the public and private property during the coursde of exection of disposal of serviceable and unseviceable material which shall be absolute responsibility of the contractor shall have to be duly compensated by him in all respect.

Providing and laying concrete Mechanically mixed and vibrated 1:4:8 (one cement: four sand:eight graded, crushed stone aggregate 40mm (forty millimetre) nominal size for plain concrete in open foundations and plinths or similar works complete as per drawings and technical specification clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Back filling with granular material behind abutment, wing wall and return wall complete as per drawing and technical specifications 1206.3 complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm (hundred milimetre) dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge, clause 1206.6,614 and 709.

Providing and laying of Boulder upron laid in wire crates with 4 mm (four millimetre) dia G.I.wire conforming to IS : 280 and IS:4826 in 100 mm x 100 mm (hundred millimetre into hundred millimetre) mesh (woven) diagonally) including 10 persent extra for laps and joints laid with stones boulders weighting not less then 25 kg (twenty five kilogram) each as per drawing and technical specifications clause 1301 within all leads , lifts,carriage of materials and as per the entire satisfaction and direction of Engineer-in-Charge.

Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with mortar grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404. including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing laying spreading and compacting stone aggregate of 63 mmto 45mm(sixty millimetre xforty millimetre) size to water bond macadam specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 Kn in stages to proper grade and camber applying and brooming stone screening / binding material to fill up the interstices of course aggregate watering and compacting to the required density Grading –II as per tech. specification clause 405 By manual mean including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Providing and laying wet mix Macadam spreading and compacting graded stone aggregate to wet mix macadam specification as per clause 406 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.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing laying spreading and compacting stone aggregate of 53mm to 22.4 mm (fifty three millimtre xtwenty two point four millimetre) size to water bond macadam specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 Kn in stages to proper grade and camber applying and brooming stone screening / binding material to fill up the interstices of course aggregate watering and compacting to the required density Grading –III as per tech. specification clause 405 By manual mean including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.

Prime Coat:- Preparing and applying of water soluble organo silane Nano technology ( for bitumen emulsion application, IRC accredited) with cationic bitumen emulsion CSSI and water( <1000 ppm TDS) in the ratio of 1kg organo silane nanotechnology :100 kg cationic bitumen emulsion CSSI :200 litre water Mixing & Spraying : Take 1 kg of organo silane nanotechnology and add in 200 litre water while filling water in tanker/drum and then add 100 kg cationic bitumen under circulation. Mix the solution completely .Spray the solution @1 Kg per sqm on compacted stone base. Rate including all materials labour hire charges of machery etc .complete as per MORD specifications & direction of Engineer –in- Charge.

Tack Coat :- (With Silane Nano technology) Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application IRC accredited) with cationic bitumen CRSI and water (<1000 ppm TDS) in ratio of 1kg organo silane:100 kg cationic bitumen emulsion CRSI: 200 liter water .Mixing & Spraying: Take 1.4 kg of organo silane nanotechnology and add in 200 litre water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely .Spray the solution @0.3-0.4 kg per sqm on compacted stone base. Rate including all materials labour hire charges of machery etc .complete as per MORD specifications & direction of Engineer –in- Charge.

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.7 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Silane nanotechnology (ZycoTherm) including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of Engineer-in-Charge.

Proviuding and laying semi dense bituminous concrete with 60-80 TPH batch type HMP producing an average out put of 50 tonne per hour using crushed aggregate of specified grading premix with bituminous binder @ 5 percent of mix and filler, transporting the hot mix to work site,laying witha hydrostatic paver finisher with sensor control to the required grade,level and alignment,rolling with smooth wheeled,vibratory and tandem roller to achive the desired compaction as per MORD specification clause-509 silance nanotechnology including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Scarifying the existing bituminous road surface to a depth of 150 mm(one hundred fifty millimetre) and disposal of scarified material with a lift upto 3 m (three metre) and lead upto 1000 m as per Technical Specification Clause 301.4 including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

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 or any other type as per Clause 1501 M30 (M-thirty) (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm (twenty five millimetre), mixed in a concrete mixer of not less than 0.2 (zero point two) cum 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 etc including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and laying of cold applied thermoplastic compound 2.5 mm (two point five milimetre)thick including reflectorising glass beads @ 250 gms (two hundred fifty grams) per sqm area, thickness of 2.5 mm (two point 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 specification no 803.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm(eighty millimetre) as per drawings and Technical Specification Clause 1504.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and laying mechanically mixed and vibrated plain cement concrete in open foundation for all type of structure complete of plain cement concrete grade M-10( M Ten) nominal mix using broken stone aggregate 40mm (forty millimeter) 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 under water complete for all heights/ depths including the cost of form work as per drawings and M.O.R.D. technical specification clause 802,803,1202 and 1203 including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and laying mechanically mixed and vibrated plain cement concrete grade M-15 (M-fifteen) design mix with cement contents not less than 275kg (two hundred seventy five kilogramme) per cubic metre in or under water including curing complete pumping or bailing out water de-watering removal of slush as required at site, which may arises at the time of laying under water complete for all heights/depths including cost of form work in Sub Structure i.e abutment toe wall etc .Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge clauses 802,804,806,807,1202 and 1206.

Providing and laying fooring laid over cement concrete bedding complete as per drawing and techanical specification clause 1303 cement concrete bedding M-15 Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil)Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and laying Reinforced cement concrete pipe NP3/prestressed concrete pipe 900 mm(nine hundred millimetre) dia 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 excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge, clause 1101.

Supplying , fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specification including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge. As per clause 1001

Supplying , fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specification including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge. As per clause 1001

Providing and laying mechanically mixed and vibrated /reinforced cement concrete in sub-structure using grade M-20 ( M-Twenty) designed mix with minimum cement contents not less than of 330 Kgs(Three hundred thirty kilograms) per cubic metre with 20mm(Twenty milimetres) nominal size graded crushed stone aggregate as per drawings and M.O.R.D. technical specifications for Roads section 802,804, 806, 807, 1202 and 1206 including the cost of form work but excluding the cost of reinforcement for reinforced concrete work in sub structure i.e. bed block and dirt walls etc

Providing and laying mechanically mixed and vibrated / Plain cement concrete in open foundation using grade M-20 ( M-Twenty) designed mix with minimum cement contents not less than of 330 Kgs(Three hundred thirty kilograms) per cubic metre with 20mm(Twenty milimetres) nominal size graded crushed stone aggregate as per drawings and M.O.R.D. technical specifications for Roads section 802,803, 1202 and 1203 including the cost of form work but excluding the cost of reinforcement for reinforced concrete work in foundation including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and laying mechanically mixed and vibrated reinforced cement concrete in super structure as per drawing and M.O.R.D. technical specification section 1401.4 using Reinforced Cement Concrete grade M-25 (M-Twenty five) designed mix with minimum cement contents not less than 400 Kgs(Four hundred kilograms) per cubic metre with 20mm(Twenty milimetres) 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 deck slab, etc.including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge.

Providing and Fixing of typical PMGSY informatory sign board with Logo as per MORD specification and drawing, three MS plate of 1.6mm (one point six millimeter) thick, top and middle plate duly welded with MS flat iron 25mm x 5mm (twenty five millimeters x five millimeters) size on back on edge . The lower plate will be welded with MS angle iron frame of 25 mm x 25mm x5mm ( twenty five millimeters x twenty five millimeters x five millimeter). The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75mm (seventy five millimeter x seventy five millimeters) of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade block of 450mm x 450mm x 600mm) four hundred fifty millimeters x four hundred fifty millimeters x six hundred millimeters), 600mm below ground level the top most plate will be welded to middle plate by 47mm x 47mm (forty seven x forty seven millimeters ) of 12 SWG steel plate tube. All MS will be stove enameled on both side lettering and printing arrows, border etc. will be painted with ready mixed synthetic enameled paint of superior quality in required shade and colour. All section of framed post and steel tube will be painted with primer and two coats of epoxy paint as per drawing and clause 1701 and Annexured 1700.1 including carriage of material in all leads and lifts as per direction of the Engineer-in-Charge.

Providing and fixing 5th kilometre stone (pre-cast) with reinforced cement concrete M-15 grade of standared design as per IRC 8 fixing in position including painting and printing etc. as per drawing and technical specifications clause 1703 including carriage of materials with in all leads and lifts as per direction of Engineer-in-Charge.

Provinding and fixing ordinary Kilometer stone ( pre-cast) with reinforced cement concrete M-15 grade of standared design as per IRC 8 fixing in position including painting and printing etc. as per drawing and technical specifications clause 1703 including carriage of materials with in all leads and lifts as per direction of the Engineer-in-Charge.

Providing and fixing 200 metre stone (pre-cast) with reinforced cement concrete M-15 grade of standared design as per IRC 26 fixing in position including painting and printing etc. as per drawing and technical specifications clause 1703 including carriage of materials with in all leads and lifts as per direction of Engineer-in-Charge.

Providing and fixing of Semi-reflective cautionary, mandatory and informatory sign 600mm (six hundred millimetre) equilante triangle as per IRC-67 made of 1.5 mm (one point five millimetre) thick MS-sheets duly stove enameled paint in white colour in fornt and gray colour on back with red reflective border of 65 mm (sixty five millimetre) width and required letters and figures with reflective tape engineering grade as per Clause 1701. of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm of12 SWG ( forty seven into forty seven millimetre of twelve Standard Wire Gauge) sheet square tube firmly fixed to the ground by mean of properly designed foundation with M-15 grade ( M-fifteen grade) cement concrete 450mm x 450 mm x 600 mm ( four hundred fifty into four hundred fifty into six hundred millimetre), 600 mm ( six hundred millimetre) below ground level as per drawings and Technical Specification Clause 1701 including carriage of materials with in all leads and lifts as per direction of Engineer-in-Charge.

Providing and fixing of Semi-reflective cautionary, mandatory and informatory sign 600mm (six hundred millimetre) Circular as per IRC-67 made of 1.5 mm (one point five millimetre) thick MS-sheets duly stove enameled paint in white colour in fornt and gray colour on back with red reflective border of 65 mm (sixty five millimetre) width and required letters and figures with reflective tape engineering grade as per Clause 1701. of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm of12 SWG ( forty seven into forty seven millimetre of twelve Standard Wire Gauge) sheet square tube firmly fixed to the ground by mean of properly designed foundation with M-15 grade ( M-fifteen grade) cement concrete 450mm x 450 mm x 600 mm ( four hundred fifty into four hundred fifty into six hundred millimetre), 600 mm ( six hundred millimetre) below ground level as per drawings and Technical Specification Clause 1701.2.2 including carriage of materials with in all leads and lifts as per direction of Engineer-in-Charge.

Direction and place identification sign board 0.90 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701including carriage of materials with in all leads and lifts as per direction of Engineer-in-Charge.

Direction and place identification sign board more than 0.90 sqm sign board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (maintenance Board)including carriage of materials with in all leads and lifts as per direction of Engineer-in-Charge.

Guard Stone on Curve 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. including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and fixing pavement marker(Cat eyes) made out of ABC 3 metre(Three Metre) plastic of size 128x110x29.5 mm (one hundred twenty eight X one hundred tenX twenty ninepoint five)with out nail having 50mm(fifty millimetre)stem of ABS. the pavement marker shall be installed with epoxy ABC including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Providing and fixing road side delineators ofhieght 600 mm(six hundred millimetre) made of MS pipe of size 50mm(fifty millimetre) of 1.6 SWG having high intensity micro prismatic reflective sheet confirming to ASTM type-XI upto 300 mm lenght balance 300 mm.(three hundred millimetre) It shall be painted with synthetic enamel paint of alternate colour black & white strips.It shall be fixed with 30x30x30cm block with cement concrete 1:2:4 20 mm(twenty millimetre) nominal size complete .Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge. clause 806 as per MORTH specification.

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 including carriage of material in all leads and lifts as per direction of the Engineer-in-Charge.

Collection of hardwood cuttings from appropriate approved species, from sources within 1 km of the road, including trimming the sterms and making the cuttings, and transporting while wrapped in damp material including carriage of material in all leads and lifts as per direction of the Engineer-in-Charge.

Planting unrooted hardwood cuttings (2.0 m(two metre) in length and 3.0(three centemetre )to 8.0 cm(eigtht centimetre) in diameter of appropriate approved species on slopes, including final preparation of cuttings, preparing lines, digging trenches to specified dimensions and forming fascines. including carriage of material in all leads and lifts as per direction of the Engineer-in-Charge.

Road side tree planting containerzed tree and shurbs including potting, transplanting, compacting and mulching on slopes 30 degree to 60 degree pits size 30 cm(thirty centimetre) diametre into 30cm(thirty centimetre) depth. Providing and mixing compost with thre soil, Provisioning and applying of pesticides of required including labour abd transporation to the site. including carriage of material in all leads and lifts as per direction of the Engineer-in-Charge.

Providing and erecting Type -A "W"metal beam crash barrier comprising of 3mm (three milimetre)thick corrugated sheet metal beam rail, 70cm (seventy centimetre)above road/ground level fixed on ISMC series channels vertical post 150x75x5mm (one hundred fifty into seventy five into five milimetre)spaced 2 m (two metre)centre to centre 1.8 m (one point eight metre) high 1.1 m (one point one metre) below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS: 1367 and IS: 1364, metal beam rail to fixed on the vertical post with a spacer of channel section 150x75x5mm (one hundred fifty into seventy five into five milimetre). 330 mm (three hundred thirty milimetre)long complete as per MORTH specification clause 811.3. Including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge

Routine Maintenance Works for five years Km 0/0 to 16/430

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year