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| 1 | Excavation in hilly area in all heights and depths and in all kind of soil by manual/mechanical 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, setting out true to the required lines, grades, width cutting and trimming of side slopes to level as shown in the drawing and as directed by engineer-in-charge at site according to the MORD technical specification section 300 and 1600 and sorting out useful materials and stacking the same in all leads, lifts in acquired width of road and transportation of un-useful material for filling in road ways, camber, embankments for grade improvements and disposal of all surplus material tothe approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its leveling, fine dressing and carriage of machineries, materials, tools, equipments and safety measures and other incidentals necessary to complete the work by mechanical means and labour if required. 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 duly compensated by him in all cases. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 2 | Recovery of useful stones to the tune of 2969.89 cubic metre quantity ( two thousand nine hundred sixty nine point eighty nine)cubic metres at the rate of 300/- (Rupees Three hundred) per cubic metre shall be effected from the contractor\"s running bills on pro-rata basis as per actual quantity executed. |
| 3 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement including setting out, true to the lines, grades, width and side slopes in accordance with drawing including spreading the embankment material with motor grader in successive layers of 200mm (two hundred millimetre) uniforms thickness and compacting with vibratory roller 8-10 ( eight to ten) tonne static weight to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification section 300 & 1600 and as per direction of Engineer-in-charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 4 | Loosening of the ground upto a level of 300 mm (three hundred millimetre) below the subgrade level, watered, graded with motor grader and compacted in layers to meet requirement of Tables 300.1 and 300.2 with three wheel 80-100 (eighty to one hundred) KN static rollerfor subgrade construction as per MORD Technical Specification section 300. as per direction of Engieer-in-Charge including carriage of material within all leads, lifts and other incidential. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 5 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with in all lifts and leads, transporting to site, spreading, grading by mechanical means to required slope and compacted with three wheel 80-100 (eighty - hundred) kN static roller to meet requirement of Table 300.2 complete as per MORD technical Specification section 300 and as per direction of Engineer-in-charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 6 | Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drain and Parapets etcetra in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks (Where blasting is prohibited) as per drawings and M.O.R.D. technical specification section 300 and 1600 and as per direction of the Engineer- In – Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and lift including dressing of sides, bottom and back filling in trenches with excavatedsuitable approved material to the original surface in layer not exceeding 150 mm (one hundred fifty millimetre) compacted thicknessincluding shoring and strutting and pumping and bailingout water (surface and sub soil water ) upto any depth any quantam of water including cleaning of slush which may arise out during dewatering complete as per direction of Engineer-in-Charge. Including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 7 | Back filling with granular material behind abutments, wing walls, return walls and retaining walls complete as per drawingandM.O.R.D. technical specifications section 1200 and 1600 and as per direction of Engineer – in- Charge including carriage of materials within all leads, liftsand other incidental . The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 8 | Construction of 1st (first) layer Bio enzyme based soil stablised layer (accredited by IRC) to a required thickness as per manufacturer design with local soil material/gravel/murram, having CBR greater than Equal to 5% (five percent) and treating it with Bio Enzyme in the ratio1L (one litre) for 12.5 cum (twelve decimal five cubic metre) soil , spreading in uniform layer with motor grader on prepared surface. mixingby mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per technical specification incl all labour, materials, like soil and metal, equipments etcetra, complete, including Supervision (Supervisor shall be provided by Bio Enzyme Vendor) as per the directions of the Engineer incharge of the work . Bio Enzyme Supervisor accomodation, food and local transport will be in scope of Contractor.The soil will have clay % (percent) by hydrometry between 8% (eight percent) to 30% (thirty percent) as per the entire satisfaction and directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 9 | Construction of 2nd (second) layer Bio enzyme based soil stablised layer (accredited by IRC) to a required thickness as per manufacturer design with local soil material/gravel/murram, having CBR greater than Equal to 6% (six percent) and treating it with Bio Enzyme in the ratio1L (one litre) for 15.0 cum (fifteen cubic metre) soil with 25% (twenty five percent) 40mm (forty millimetre) crusher broken metal(of compacted thickness) in desing mix, spreading in uniform layer with motor grader on prepared surface. mixingby mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per technical specification incl all labour, materials, like soil and metal, equipments etcetra, complete, including Supervision (Supervisor shall be provided by Bio Enzyme Vendor) as per the directions of the Engineer incharge of the work . Bio Enzyme Supervisor accomodation, food and local transport will be in scope of Contractor.The soil will have clay % (percent) by hydrometry between 8% (eight percent) to 30% (thirty percent) as per the entire satisfaction and directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 10 | Applying of curing material TerraCure after the application of Bio Enzyme layer forbymixing TerraCure with water in the ratio of 1:200 (one ration two hundred) and then appyling the mixed solution @ 3 (at the rate three) Litres for 1 sq.mt (one square metre) as per the entire satisfaction and directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 11 | Construction of granular sub-baseby providing well graded materials, as per table 401.1 spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three Wheel 80-100 (Eighty-hundred) kN static roller to achieve the desired density, complete as per MORD Technical Specification section 400 for grading-I Material, as per the entire satisfaction and directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 12 | Providing, laying, spreading and compacting by mechanical means crushedstone aggregate size 63mm to45mm ( sixty three millimetre to forty five millimetre) Grading-II [75mm( seventy five millimetres) consolidated thickness) towater bound Macadam specification including spreading in uniform thickness using template,hand packing, rolling with three wheel 80-100 (eighty to one hundred) K.N. static roller in stages to proper grade andcamber including applying and brooming,stone screening type-B of size 11.2mm ( eleven point two milimetres) nominal size at the rate of 0.20 cum ( zero point two zero cubic metres) per ten square metres and binding material at the rate of 0.06 cum ( zero point zero six cubic metre) per ten square metre to fill up the interstices ofcoarseaggregate, watering andcompacting tothe required density as per M.O.R.D. technical specifications section 400 andas per the entire satisfaction and direction ofEngineer – in- Charge including carriage of materials within all leads, lifts and other incidental The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 13 | Providing, laying, spreading and compacting by mechnical means of crushed stone aggregatesize 53mm to22.4mm ( fifty three millimetre to twenty two point four millimetre) Grading-III [75mm( seventy five millimetres) consolidated thickness] towater bound Macadam specification including spreading in uniform thickness using template,hand packing, rolling with three wheel 80-100 K.N.(eighty to one hundred) static roller in stages to proper grade andcamber, including applying and brooming, stone screening type-B of size 11.2mm( eleven point two milimetres) nominal size at the rate of 0.18cum (zero point one eightcubic metres) per ten square metres andto fill up the interstices ofcoarse aggregate, watering andcompacting to the requireddensity as per M.O.R.D. technical specifications section 400 andas per the entire satisfaction and direction ofEngineer – in- Charge includingcarriage of materials within all leads, liftsand other incidental. The rate includesoctroi,royality, Malkana, toll tax orother taxesimposed by the Government but excluding GST. |
| 14 | Providing, laying, spreading and compacting 75mm (Seventy five millimeter) thick graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100 KN (Eighty toone Hundered Kilo newton) weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per MORD Technical Specification Clause 406 for rural roads and as per direction and the entire satisfaction of the Engineer-in-Charge including carriage of materials upto all leads, lifts and other incidentals.. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 15 | Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface with hydroulic brooms and spraying primer with bitumen emulsion pressure distributor at the rate of 0.85 kg (zero point eight five kilogram) per square meter as per MORD Technical specification section 500as per the entire satisfaction and directions ofEngineer – in- Charge including carriage of materials within all leads,liftsand other incidentals . The rate isincludingoctroi,royality, Malkana, toll tax or other taxesimposed by the Government but excluding GST. |
| 16 | Providing and applying tack coat on the prepared granular surface treated with primer and cleaned with hydraulic broom and spraying tack coat @0.275 Kg (Zero decimal two seven five kilogram) per Square metre as per MORD technical specification section 500, and as perdirection of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, malkana toll tax and other taxes imposed by the Government but excluding GST. |
| 17 | Providing, laying and rolling of closed-graded premix surfacing material of 20 mm (Twenty milimetre) compacted thickness composed of Type-A11.2 mm (Eleven decimal two milimetre) to 0.9 mm (zero decimal nine millimetre) nominal size crushed stone aggregate in ratio of 2:1 (two is to one) respectively at the rate of0.27 Cum. ( Zero point two seven Cubic metre) mixed with penetration grade bitumen V.G-10 (Viscosity grade-Ten) at the rate 22.00 Kg. ( Twenty two point zero Kilogram) per ten square metres laid onroad surface to requiredline, grade and level to serve as wearing course on a previously prepared base, including mixingandheating binder andaggregate in Hot mix Plant 30/40 ( Thirty / Forty) Tonne per hour capacity, transporting mixed material with tipper to site of work by mechanical means and laying with paver finisher to the required grade and camber and rolling with a three wheel 80-100 (Eighty - one hundred ) KN (kilo newton) static road roller, finished to required level and grades to be followed by seal coat as per MORD Technical Specification section 500 and as per the directions of Engineer-in-Chargeincluding carriage of materialwithin all leads, lifts and other incidentals .The rate is including octroi, royality,toll tax, or other taxes imposed by the government excluding GST. |
| 18 | Construction of plastic cell filled cement concrete pavement, thickness as per design, over a prepared sub base, with 53 grade Ordinary Portland Cement (OPC) or any other type as per Clause 1501.2.4 M30 (M-thirty) Grade.Coarse and fine aggregates conforming to IS : 2386, maximum in a concrete mixer of not less then 0.2 cum (zero decimal two cubic metre) capacity and appropeiate weigh batcher using approved mix design(As per IRC 44-2088, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the fomwork as per drawing), spreading the concrete with sholvels, rakes, conpacted using needle, screed an plate vibrators and finished in continuous operation, Concrete should have a slump of 30-50MM with use of approved plasticizer if required. Formwork of plastic cells should be made of High Density Polyethylene (HDPE), sheets having thickness ranging from 0.21mm (zero decimal two one microi metre)with sides 150MMx150MM (one hundred fifty millimetre into one hundred fifty millimetre) and height as fixed by engineer in charge. Cells should be stitched using thread, thus ensuring optimum joint strength. Joint strength should be a minimum of 2 (two) Kilo Newton per metre. Heat welded cells should not be procured as they are not able to withstand the tension and often break when they are laid in the full width of the carriageway. Iron spikes of about 200 mm (Two hundred milimetre) long are to be used to keep the cell walls taut. Nylon thread or rope may be used to prevent collase of cells during placement of concrete. Iron spikes to be taken out for use in other place as soon as the concrete is in place. The subbase should be provided with concrete/stone block or brick on edge on either side of the carriageway protecting thesubbase with full thickness of the concrete pavement for its confinement and protection. Curing of concrete slabs for 14 - (fourteen) days, curing compound ( where specified) and water finishing to lines and grade as per drawing and Technical Specification of cell filled Concrete Pavement Published by NRRDA. as per the direction of the Engineer-in-Charge including carriage of material within all leads, lifts and other incidental. The rate is including octroi,royality, Malkana, toll tax or other taxes imposed by the Government but excluding GST. |
| 19 | Providing and Laying of cold applied thermoplastic compound road marking paint 2.5mm (two decimal five millimetre) thick with refletorising glass beads at the rate 250 gram (two hundred fifty) gram per square metre area, thickness of 2.5mm (two decimal five millimetre) is exclusive of surface applied glass beads as per specificaiton and with strips of 0.10 (Zero decimal one) metre width in centre lines or edge lines of the road as per the directions of Engineer-In-Charge including carriage of material within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 20 | Providing and laying mechanically mixed and vibrated plain cement concrete in all type of structure as per drawing and MORD technical specification section 800, 900 ,1200 and 1600for nominal mix 1: 4: 8 (one cement isto four sand isto eight graded crushed/brokenstone aggregate40mm (forty millimetre) nominal size and curing complete including 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 the cost of form work in retaining walls, breast walls etceteraas per the direction of Engineer-in-Charge including carriage of materials, within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 21 | Providing and laying100mm (one Hundred millimetre) dia PVC pipe weep holes in brick masonry/stone masonry, plain reinforced concrete, Abutments, Wing walls, Return walls and retaining/breast walls extended through the full width of the structure with slope I(V):20(H)(One vertical : Twenty Horizontal) towards draining face complete as per drawing and MORD technical specification section 700 and 1200 and as per direction of Engineer-in-charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 22 | Providing and laying mechanically mixed and vibrated concrete for plain cement concrete inopen foundation for all type of structurecomplete using plain cement concrete nominal mix 1: 3: 6 ( One cement isto three sand isto six graded crushed/broken stone aggregate 40mm(forty millimetre) nominal size on ground or under waterandcuring complete including pumpingor bailing out water, dewateringremoval of slush as required at site which may arrise at the time oflaying concrete completefor all heights/ depths includingthe cost of form workas per drawings and M.O.R.D. technical specification section 800, 900 and 1200 as per the direction of the Engineer-in-Charge including carriage of material within all leads, lifts and other incidental. The rate is including octroi,royality, Malkana, toll tax, or other taxes imposed by the Government but excluding GST. |
| 23 | Providing and laying mechanically mixed and vibrated plain cement concrete in sub structure grade M-15 (M-fifteen) design mix with cement contents not less than 275kg (two hundred seventy five kilogram per cubic metre) on ground 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 concrete complete for all heights/depths including cost of form work in parapets andtoe wall etcetra as per drawing and MORD technical specification section 800, 900 and 1200 including carriage of materials within all leads, lifts and other incidental andas per the entire satisfaction and directions of Engineer-in-Charge. The rate is including octroi,royality, Malkana, toll tax, or other taxes imposed by the Government but excluding GST. |
| 24 | Providing and laying mechanically mixed and vibrated plain cement concretein road structure using plain cement concrete grade M-15 (M-Fifteen) design mix with minimum cement content not less than 275 kg (Two hundred seventy five kilogram per cubic metre)on ground or under water and curing complete including pumping or bailing out water completefor all heights/depths including cost of form work in craddle bedding culvert as per drawing and MORD technical specification section 800, 900 and 1100 including carriageof materials with in all leads, lifts and otherincidental,as per the entire satisfaction and directions of Engineer-in-Charge . The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 25 | Providing and laying mechanically mixed and vibrated plain cement concrete in flooringlaid over cement concrete bedding using plain cement concrete grade M-15 (M-fifteen)design mix with minimum cement content not less than 275 kg (Two hundred seventy five kilogram per cubic metre)including cost of form workin C.Cbedding block complete as per drawing and MORD technical specification section 1300 and as per directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidental. The rate is including octroi,royality, Malkana, toll tax, orother taxesimposed by the Government but excluding GST. |
| 26 | Filling in foundation trenches as per drawing and MORD technical specification Clause 305.3.9 earth filling and as per directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidental. The rate is including octroi,royality, Malkana, toll tax, orother taxesimposed by the Government but excluding GST. |
| 27 | Providing and laying (to level or slope) 900mm(Nine hundred millimetres) diameter reinforced cement concrete heavy duty non pressure pipes IS Class NP3 (Three) for culverts on first class bedding of granular material in single row including providing and fixing collar with cement mortar 1 : 2 ( One cement : two sand)but excluding the cost of excavation, protection works, back filling, concrete bedding and masonry work in head walls and parapetsas perdrawing andM.O.R.D. technical specifications section 1100 and as per direction of Engineer – in- Charge including carriage of materials within all leads, liftsand other incidental . The rate is includingoctroi,royality, Malkana, toll tax, orother taxes imposed by the Government but excluding GST. |
| 28 | Providing and laying (to level or slope) 300mm (three hundred millimetres) diameter reinforced cement concrete heavy duty non pressure pipes IS Class NP3 (NP three) for culverts on first class bedding of granular material in single row including providing andfixing collar with cement mortar 1 : 2 ( One cement : two sand)but excluding the cost of excavation, protection works, back filling, concrete bedding and masonry work in head walls and parapetsas perdrawing andM.O.R.D. technical specifications section 1100 and as per direction of Engineer – in- Charge including carriage of materials within all leads, liftsand other incidental . The rate is includingoctroi,royality, Malkana, toll tax, orother taxes imposed by the Government but excluding GST. |
| 29 | Providing and laying of boulder apron laid in wire crates with 4 mm (four millimetre) dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10 % (ten percent) extra for laps and joints laid with stone boulders weighing not less than 25 kg ( twenty five kilogram) each as per drawing and MORD technical specifications section 1300 including carriage of materials within all leads, liftsand other incidental . The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 30 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm (zero decimal four zero per square metre) in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment as per Technical Specification Clause 307 and as directed by the Engineer-In-charge including carriage of material within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax and any other taxes imposed by the Government but excluding GST. |
| 31 | Providing and fixing of typical PMGSY informatory sign board with logo as per M.O.R.D. specification and drawing . 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 millimetres into five millimetres) size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm (Twenty five millimetre into twenty five milimetres into five millimetre). The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to2 Nos. ( Two Nos.) 75mmx75mm (seventy five millimetre into seventy five millimetres) of 12 SWG (twelve standard wire gauge) sheet tubes posts duly embedded in cement concrete M-15 (M fifteen) nominal mix 1:2½ : 5 (One cement: Two and half sand: Five graded or crushed stone aggregate 40mm(Forty milimetres)grade blocks of 450mmx450mmx600mm ( four hundred fifty millimetres into four hundred fifty millimetres into six hundred millimetres), 600mm ( six hundred millimetres) below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mm (Forty seven millimetre into forty seven millimetres) of 12 SWG (Twelve standard wire gauge) steel plate tube. All MS will be stove enamelled on both sides. Lettering and printing arrows, borders etcetera will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections offramed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing andM.O.R.D. technical specifications section 1700 and as per direction of Engineer – in- Charge including carriage of materials within all leads, liftsand other incidental . The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 32 | Providing and fixing of typical PMGSY informatory Logo as per MORD specifications and as per standard design of National Rural infrastructure agency development agency, of diamond size 600 x 600 mm (six hundred into six hundred millimetre), MS plate of 1.6 mm (one decimal six millimetre) thick, and board plate of 1100 x 300mm (one thousand one hundred into three hundred millimetre), MS plate of 1.6 mm (one decimal six millimetre) thick and 2.4 m (two decimal four metre) deep 75mm x 75 mm x 6mm (Seventy five millimetre into Seventy five millimetre into six millimetre) of 12 (two) SWG sheet tubes posts duly embedded in cement concrete M-15 (fifteen) grade blocks of 450mmx450mmx600mm ( four hundred fifty millimetres into four hundred fifty millimetres into six hundred millimetres), 600mm ( six hundred millimetres) below ground level. size including fitting and painting, Lettering and printing arrows, border etc. 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 and as per direction of Engineer – in- Charge including carriage of materials within all leads, liftsand other incidental . The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 33 | Reinforced cement concrete M-15 (M-fifteen) grade 5th (fifth) Kilometre stone (Precast) of standard design as per IRC :8fixing in position including painting and printing etcetera as per drawing and MORD technical specification section 1700 and as per the directions of the Engineer-in-Charge including carriage of material, within all leads, lifts and other incidentals.The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 34 | Reinforced cement concrete M-15 (M-fifteen) grade Ordinary Kilometer Stone (Precast) of standard design as per IRC :8 fixing in position including painting and printing etcetera as per drawing and MORD technical specification section 1700 and as per the directions of the Engineer-in-Charge including carriage of material, within all leads, lifts and other incidentals.The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 35 | Reinforced cement concrete M-15 (M-fifteen) grade 200m (two hundred metre) Stone (Precast) of standard design as per IRC :8fixing in position including painting and printing etcetera as per drawing and MORD technical specification section 1700 and as per the directions of the Engineer-in-Charge including carriage of material, within all leads, lifts and other incidentals.The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 36 | Providing and erecting direction and place identification semi-reflective sign boards upto 0.90 sqm (zero point nine zero) size board, as per IRC-67 made of 2.0mm (two point zero millimetre) thick MS sheets duly stove enamelled paint in white colour in front and gray colour on back with red reflective border of 70mm (seventy millimetre) width and required message, letters and figures with reflective tape engineering grade as per section 1700 of MORD for rural roads of required shade and colour supported and welded on 47mm x 47mm of 12 SWG (forty seven into forty seven millimetre of tewlve standard wire gauge) sheet square tube of 3050mm (three thousand fifty millimetre) height duly strengthened by 25mm x 5mm (twenty five millimetre into five millimetre)mild steel flat iron on edges on back firmly fixed to the ground by mean of properly designedfoudation with M-15 grade (M-fifteen grade) cement concrete 450x450x600mm (four hundred fifty into four hundred fifty into six hundred millimetre) , 600mm ( six hundred millimetre) below ground level as per approved drawings and technical specification section 1700, including painting angle iron post with primes and two coats of Epoxy paint as per specification and direction of Engineer-in-Charge includingcarriage of materials within all leads, liftsand other incidental. The rate isincludingoctroi,royality, Malkana, tolltax, or other taxesimposed by the Government but excluding GST. |
| 37 | Providing and fixing of Semi-reflective cautionary, mandatory and informatory sign board 600mm (six hundred millimetre) equilateral triangle as per IRC-67 made of1.5 mm(one point five millimetre) thick MS-sheets duly stove enameled paint in white colour in front 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 section 1700 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm of 12 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 MORD Technical Specification section 1700 including painting angle iron post with primer and two post of Epoxy paint as per specificationand as per the direction of Engineer-in-Charge includingcarriage of materials within all leads, lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Governmentbut excluding GST. |
| 38 | Providing and fixing of Semi-reflective cautionary, mandatory and informatory sign board 600mm (six hundred millimetre) Circular as per IRC-67 made of1.5 mm(one point five millimetre) thick MS-sheets duly stove enameled paint in white colour in front 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 section 1700 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm of 12 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 MORD Technical Specification section 1700 including painting angle iron post with primer and two post of Epoxy paint as per specificationand as per the direction of Engineer-in-Charge includingcarriage of materials within all leads, lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, and any other taxes imposed by the Government but excluding GST. |
| 39 | Providing and erecting direction and place identification semi-reflective sign boards (Maintenance board), as per IRC-67 made of 2.0mm (two point zero millimetre) thick MS sheets duly stove enamelled paint in white colour in front and gray colour on back with red reflective border of 70mm (seventy millimetre) width and required message, letters and figures with reflective tape engineering grade as per section 1700 of MORD for rural roads of required shade and colour supported and welded on 47mm x 47mm of 12 SWG (forty seven into forty seven millimetre of tewlve standard wire gauge) sheet square tube of 3050mm (three thousand fifty millimetre) height duly strengthened by 25mm x 5mm (twenty five millimetre into five millimetre)mild steel flat iron on edges on back firmly fixed to the ground by mean of properly designedfoudation with M-15 grade (M-fifteen grade) cement concrete 450x450x600mm (four hundred fifty into four hundred fifty into six hundred millimetre) , 600mm ( six hundred millimetre) below ground level as per approved drawings and technical specification section 1700, including painting angle iron post with primes and two coats of Epoxy paint as per specification and direction of Engineer-in-Charge includingcarriage of materials within all leads, liftsand other incidental. The rate is includingoctroi,royality, Malkana, tolltax, or other taxesimposed by the Government but excluding GST |
| 40 | 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 MORD technical specification section 1700 as per direction of Engineer – in- Charge including carriage of materials within all leads, liftsand other incidental . The rate is includingoctroi,royality, Malkana, toll tax, orother taxes imposed by the Government but excluding GST. |
| 41 | Providing and Fixing pavement marker(Cat eyes) made out of ABC 3 M (three) plastic of size 128x110x29.5 mm ( one hundred twenty eight into one hundred ten into twenty nine decimal five millimetres) without nail having 50mm ( fifty millimetres) stem of ABS. The pavement marker shall be installed with epoxy ABS as per specification including carriage of materials and equipmentwith all mode of transportation and as per direction of Engineer – in- Charge including carriage of materials within all leads, liftsand other incidental . The rate is includingoctroi,royality, Malkana, toll tax, orother taxes imposed by the Government but excluding GST. |
| 42 | Providing and fixing road side delineator of height 600mm (six hundred millimetre) made of MS pipe of size 50mm (fifty millimetre) of 1.6 SWG having High intensity micro prismatic reflective sheeting confirming to ASTM type-XI upto 300mmlength Balance 300mm (three hundred millimetre)It shall be painted with synthetic enamel paint of alternate colour black & white strips. It shall be fixed with 30 x 30 x 30cm (thirty into thirty into thirty centimetre)block with cement concrete 1:2:4 (one cement isto two sand isto four graded crushed stone aggregate 20mm (twenty millimetre) nominal size as per specifications complete as per direction of Engineer – in- Charge including carriage of materials within all leads, liftsand other incidental . The rate is includingoctroi,royality, Malkana, toll tax, orother taxes imposed by the Government but excluding GST. |
| 43 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high (eighty to one hundred centimetre) above ground level, painted black and white in 15 cm (fifteen centimetre) wide strips, fitted with 80 x 100 mm (eighty into one hundred millimetre) rectangular or 75 mm dia (seventy five millimetre diametre) circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings and specifications complete as per direction of Engineer – in- Charge including carriage of materials within all leads, liftsand other incidental . The rate is includingoctroi,royality, Malkana, toll tax, orother taxes imposed by the Government but excluding GST. |
| 44 | Providing and fixing road side Single Chevron markers of height 600mmmade of MS pipe of size 50mm (fifty millimetre) of 1.6 (one point six) SWG having High intensity micro prismatic reflective sheeting confirming to ASTM type-XI upto 300mm (three hundred millimetre) length Balance 300mm (three hundred millimetre)It shall be painted with synthetic enamel paint of alternate colour black & white strips. It shall be fixed with 30 x 30 x 30cm (thirty into thirty into thirty centimetre)block with cement concrete 1:2:4 (one cement isto two sand isto four graded crushed stone aggregate 20mm (twenty millimetre)nominal size complete in all respectas per specifications complete as per direction of Engineer – in- Charge including carriage of materials within all leads, liftsand other incidental . The rate is includingoctroi,royality, Malkana, toll tax, orother taxes imposed by the Government but excluding GST. |
| 45 | Collection of hardwood cuttings from appropriate approved species, from sources within all lead of the road, including trimming the sterms and making the cuttings, and transporting while wrapped in damp material as per specificationsas per direction of Engineer – in- Charge including carriage of materials within all leads, liftsand other incidental . The rate is includingoctroi,royality, Malkana, toll tax, orother taxes imposed by the Government but excluding GST. |
| 46 | Planting unrooted hardwood cuttings 2.0 m (Two metre) in length and 3.0 to 8.0 cm (three to eight centimetre) in diameter) of appropriate approved species on slopes, including final preparation of cuttings, preparing lines, digging trenches to specified dimensions and forming fascines as per direction of Engineer – in- Charge including carriage of materials within all leads, liftsand other incidental . The rate is includingoctroi,royality, Malkana, toll tax, orother taxes imposed by the Government but excluding GST. |
| 47 | Road side tree planting containerzed tree and shurbs including potting, transplanting, compacting and mulching on slopes 30 (thirty) degree to60 (sixty) 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. as per direction of Engineer – in- Charge including carriage of materials within all leads, liftsand other incidental . The rate is includingoctroi,royality, Malkana, toll tax, orother taxes imposed by the Government but excluding GST. |
| 48 | Painting lines, dashes, arrows, etc. on roads in two coatson 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 MORD Technical Specification section 1700 as per direction of Engineer – in- Charge including carriage of materials within all leads, liftsand other incidental . The rate is includingoctroi,royality, Malkana, toll tax, orother taxes imposed by the Government but excluding GST. |
