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| 1 | Excavation in soil in hilly area in all heights and depths in all kinds of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damages to hill side, water pollution etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out of rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and level as shown on the drawing and as directed by the Engineer-in-Charge in conformity with the requirement of MoRD technical specification for Rural Road, Section. 300 & 1600 to achieve designed formation width including hauling and stacking of materials useful for construction at suitable sites safe manner and disposal of all surplus material to the approved dumping sites through all modes of transportation including head load and animal transport and mechanical means along with its leveling, fine dressing and carriage of machineries, tools, equipment’s and safety measures and other incidentals necessary to complete the work by mechanical means and labour if required. During the mobilization period, contractor should take the advanced x-sec in 15 m (fifteen metre) interval of whole road length in the presence of Engineer-in-charge or his representative. In case the advanced x-section has been taken in the presence of Engineer-in-Charge representative, in that case the same has to be got approved from Engineer-in-Charge. The land for dumping sites shall be arranged by the contractors himself and nothing extra shall be paid on this account, filling of unevenness blind age and finishing of the road to specified dimensions or as directed by the Engineer in-charge for smooth riding. The recovery for stones, whether useful or 65.75 (sixty Five point Seven Five) cubic metre at the rate of Rs 300/-only (Rupees three hundred only) per cubic meter shall be effected on prorata basis in all circumstances. Any loss to the public and private property during the course of excavation 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 or any other Taxes imposed by the Government but excluding GST. |
| 2 | 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 MORD 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 excavated suitable approved material to the original surface in layer not executing 150 mm (one hundred fifty millimetre) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth any quantum 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 or any other Taxes imposed by the Government but excluding GST. |
| 3 | Loosening of the ground upto a level of 300 mm (three hundred millimetres) below the subgrade level, watered, graded with motor grader and compacted in layers to meet requirement of Tables 300. 1 and 300. 2 of MORD with three wheel 80-100 (eighty to one hundred) kN static roller for subgrade construction as per MORD Technical Specification section 300. as per direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 4 | 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 to one hundred) kN static roller to meet requirement of Table 300. 2 complete 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 or any other Taxes imposed by the Government but excluding GST. |
| 5 | Construction of 1st (first) layer Bio enzyme (100 mm) (one hundred millimetre) based soil stabilised layer (accredited by IRC) to a required thickness as per manufacturer design with local soil material/gravel/moorum, having CBR greater than Equal to 5% (Five percent) and treating it with Bio Enzyme in the ratio 1L (one litre) for 12. 5 per cum (twelve point five cubic metre) soil, spreading in uniform layer with motor 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 including all labour, materials, like soil and metal, equipment etc. , 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 accommodation, food and local transport will be in scope of Contractor. The soil will have clay percentage by hydrometry between 8% to 30%, (eight percent to thirty percent) including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government excluding GST. |
| 6 | Construction of 2nd (second) layer Bio enzyme (75 mm) (seventy five millimetre) based soil stabilised 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 ratio 1L (One litre) for 15. 0 per cum (fifteen point zero per cubic metre) soil with 25% (twenty five percent) 40mm (forty millimetre) crusher broken metal (of compacted thickness) in design mix, spreading in uniform layer with motor 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 including all labour, materials, like soil and metal, equipments etc., 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 accommodation, food and local transport will be in scope of Contractor. The soil will have clay % (percent) by hydrometry between 8% to 30% (eight percent to thirty percent), including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government excluding GST. |
| 7 | Applying of curing material Terra Cure after the application of Bio Enzyme layer (accredited by IRC) for by mixing Terra Cure with water in the ratio of 1:200 (one isto two hundred) and then applying the mixed solution @ 3 (at the rate three) litre for 1 sqm (one square metre) including carriage of material within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government excluding GST. |
| 8 | Providing, laying, spreading and compacting by mechanical means of crushed stone aggregate size 53mm to 22.4mm (fifty three millimetre to twenty two point four millimetre) Grading- III [75mm (seventy five millimetre) consolidated thickness] to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 kN (eight to one hundred kilo newton) static roller in stages to proper grade and camber, including applying and brooming, stone screening type-B of size 11.2mm (eleven point two milimetre) nominal size at the rate of 0.18 cum (zero point one eight cubic metre) per ten square metres and to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications section 400 and as per the entire satisfaction and direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government excluding GST. |
| 9 | 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 (greater than one thousand) ppm TDS in the ratio of 1. 00 (One) kilogramme organo silane nanotechnology: 100 (One kilogramme) cationic bitumen emulsion CSS I. 00 (one):200 (two hundred) litre water Mixing & Spraying: Take 1. 00 (one) Kilogramme of organo silane nanotechnology and add in 200 (two hundred) litre water while filling water in tanker/drum and then add 100 (One hundred) cationic bitumen under circulation. Mix the solution completely. Spray the solution @1. 00 kg (one Kilogramme) per square metre on compacted surface. Rate including all materials labour hire charges of machinery etc. complete as per MoRD specifications clause 502 & direction of Engineer-in-Charge, including carriage of material with in all leads lifts and other incidental The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government excluding GST. |
| 10 | Tack Coat Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application IRC accredited with cationic bitumen CRSI and water<1000 (greater than one thousand)ppm TDS in ratio of 1. 00 (one) kilogramme organo silane:100 (one) killogramme cationic bitumen emulsion CRS I. 00: 200 One is to two hundred) litre water. Mixing & Spraying: Take 1. 40 (One point four zero) litre of organo silane nanotechnology and add in 200 (two hundred) litre water while filling water in tanker/ drum and then add 100. 00 (One hundred) litre cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 0. 3-0. 4 (zero point three to zero point four) kilogramme per square metre on compacted base. Rate including all materials labour hire charges of machinery etcetera complete as per MoRD specifications clause 503 & direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidental. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government excluding GST. |
| 11 | Providing, laying and rolling of close-graded Mix Seal Surfacing material of 20 mm (twenty millimetres) thickness composed of 11. 2 mm to 0. 09 mm (eleven point two millimetre to zero point zero nine millimetre) (Type-A) @ 0. 338 kg/per 10 sqm. (at the rate of zero point three three eight kilogram per ten square meter) aggregates using penetration grade bitumen @ (at the rate of) i e binders content @27. 50 kg/10sqm (at the rate of twenty seven point five zero kilogram per ten square metre or 5. 11% (five point one one percent) by weight and minimum density of MSS should be 2. 10 gm/cc (two point one zero gram) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10kN (eight to ten kilo newton) static roller and finishing to required level and grades as per MORD technical specifications section 500 including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer-in-charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 12 | Construction of Granular Sub-Base (Grade-1) by providing well graded materials, 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 kN (Eighty-hundred kilo newton) 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 or any other Taxes imposed by the Government but excluding GST. |
| 13 | Providing, laying, spreading and compacting by mechanical means crushed stone aggregate size 63mm to 45mm (sixty three millimetre to forty five millimetre) Grading-II 75mm (seventy five millimetres) consolidated thickness to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty to one hundred) kN static roller in stages to proper grade and camber including applying and brooming, stone screening type-B of size 11.2 mm (eleven point two millimetres) nominal size at the rate of 0.20 cum (zero point two zero cubic metres) per 10 sqm (ten square metres) and binding material at the rate of 0.06 cum (zero point zero six cubic metre) per 10 sqm (ten square metre) to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MORD technical specifications section 400 and as per the entire satisfaction and direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidental. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 14 | Construction of plastic cell filled cement concrete pavement, thickness as per design, over a prepared sub base, with 53 (fifty three) grade Ordinary Portland Cement (OPC) or any other type as per Clause 1501. 2. 4 M-30 (M- thirty) (Grade). Coarse and fine aggregates conforming to IS: 2386, maximum in a concrete mixer of not less than 0. 2 cum (zero point two cubic metre) capacity and appropriate 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 formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed an plate vibrators and finished in continuous operation, Concrete should have a slump of 30-50MM (thirty to fifty millimetre) 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. 20-0. 22MM (zero point two zero to zero point two millimetre) 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 200MM (two hundred millimetres) long are to be used to keep the cell walls taut. Nylon thread or rope may be used to prevent collapse 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 sub base should be provided with concrete/stone block or brick on edge on either side of the carriageway protecting the sub base 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 and as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads, lifts and other incidental. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government excluding GST. |
| 15 | Providing and laying concrete mechanically mixed and vibrated 1:6:12 (one cement: Six sand: Twelve graded crushed stone aggregate 40mm (forty millimetre) nominal size) for plain/reinforced concrete in open foundation and plinths for similar works complete as per drawing and technical specification section 800, 900, 1200 & 1600 and curing complete including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 16 | Providing and laying concrete mechanically mixed and vibrated mix 1:5:10 (one cement: five sand: ten graded crushed stone aggregate 40mm (forty millimetre) nominal size) for plain/reinforced concrete in foundation, plinths and Parapets or similar works complete as per drawings and MoRD technical specification section 800, 900, 1200 & 1600 and curing complete including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 17 | Providing and laying concrete mechanically mixed and vibrated mix 1:4:8 (one cement: four sand: eight graded crushed stone aggregate 40mm (forty millimetre) nominal size) for plain/reinforced concrete in foundation and plinths or similar works complete as per drawings and MoRD technical specification section 800, 900, 1200 & 1600 and curing complete including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 18 | Providing and laying concrete mechanically mixed and vibrated PCC M-10 1:3:6 nominal mix (one cement: three sand: six graded crushed stone aggregate 20 (twenty millimetre) nominal size) for plain/reinforced concrete in open foundation and plinths or similar works complete as per drawings and MoRD technical specification section 800, 900, 1200 and 1600 and curing complete including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 19 | Providing and laying mechanically mixed and vibrated plain cement concrete grade M-15 (Fifteen) design mix with cement content not less than 275kg (two hundred seventy five kilogram) per cubic metre with 40mm (forty millimetres) nominal size) graded crushed stone aggregate concrete for plain/reinforced concrete in foundation and plinths or similar works complete as per drawings and MORD technical specifications section 800, 900, 1200 and 1600 and curing complete including the cost of form work 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 any other Taxes imposed by the Government excluding GST. |
| 20 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 (six hundred)millimetre with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specification section 1200 and 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 any other Taxes imposed by the Government excluding GST. |
| 21 | Providing and laying (to level or slope) 900mm dia (nine hundred millimetres) diameter reinforced cement concrete heavy duty non pressure pipes IS (Indian Standard) Class NP-3 (Non pressure- 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 parapets as per drawing and MORD technical specifications section 1100 and as per direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government excluding GST. |
| 22 | Back filling with granular material behind abutments, wing walls, return walls and retaining walls complete as per drawing and MORD technical specifications section 1200, 1600 and as per direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 23 | Providing and laying 100mm (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, 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 or any other Taxes imposed by the Government excluding GST. |
| 24 | 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 40 kg (forty kilogram) each as per drawing and MORD technical specifications section 1300 including carriage of materials within all leads, lifts and other incidental. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 25 | Construction of hill side V-Shape drain of size 0. 45 x 0. 25 (zero point four five into zero point two five)metre with thickness of concrete 10cm (Ten centimetre) thick M-10 (M-Ten) grade drain in accordance with the requirement of specification true to line and grade, level and dimension and other particular as per drawing and technical specification clause 1606. 1 as per direction of Engineer-in-charge including cost of earth work in all kinds of soil and cost of form work with steel plates and carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government excluding GST. |
| 26 | Construction of hill side U-Shape 0.70 x 0.55 metre laying 10 cm (Ten centimetre) thick M-10 (Ten) grade drain in accordance with the requirement of specification true to line and grade. Dimension and other particular as per drawing and technical specification 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 or any other Taxes imposed by the Government excluding GST. |
| 27 | Providing and erecting W metal beam crash barrier comprising 3 mm (three millimetre) thick corrugated sheet metal beam rail 70 cm (seventy centimetre) above road/ground level fixed on ISMC series Channel vertical part of 150 mmx75 mmx 5 mm (one hundred fifty millimetre into seventy five millimetre into five millimetre) special 2. 00 (two point zero zero) metre centre to centre 1. 80 (one point eight zero) metre high 1. 10 (one point one zero) metre below ground road level all steel parts and filaments to be galvanized by hot dip process, a fitting to confirm to IS 1367 and IS-1364 metal beam rail to be fixed on the vertical post with a space of channel section 150 mmx75 mmx5 mm (one hundred fifty millimetre into seventy five millimetre into five millimetre) 330mm (three hundred thirty millimetre) long complete as per MORTH Specification section 800 including hauling of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in- Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 28 | Providing and fixing of typical PMGSY informatory sign board with logo as per MORD 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 x five millimetres) size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm (Twenty five millimetres into twenty five millimetres into five millimetres). The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. (Two Nos.) 75mmx75mm (seventy five millimetre x 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: 2.5: 5 (One cement: Two and half sand: Five graded or crushed stone aggregate 40mm (Forty millimetres) grade blocks of 450mmx450mmx600mm (four hundred fifty millimetres into four hundred fifty millimetres x 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 millimetres x 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 of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing and MORD technical specifications section 1700 and Annexure 1700. 1 as per direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 29 | Providing and fixing 5th (fifth) Kilometre stone (Precast) Reinforced cement concrete M-15 (M-fifteen) grade 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 or any other Taxes imposed by the Government but excluding GST. |
| 30 | Providing and fixing Ordinary Kilometre Stone (Precast) Reinforced cement concrete M-15 (M-fifteen) grade 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 or any other Taxes imposed by the Government but excluding GST. |
| 31 | Providing and fixing 200m (two hundred metre) Stone (Precast) Reinforced cement concrete M-15 (M-fifteen) grade of standard design as per IRC :26 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 or any other Taxes imposed by the Government but excluding GST. |
| 32 | Providing and fixing of Semi-reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm (one point five millimetre) thick MS sheet duly stove enamelled paint in white colour in front and grey 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 specification and as per the direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 33 | 600 mm (six hundred millimetre) equilateral triangle |
| 34 | 800 X 600 mm (eight hundred into six hundred millimetre) rectangular |
| 35 | Providing and fixing of road stud 100 x 100 mm (one hundred into one hundred millimetre) die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm (thirty millimetre) upto a depth of 600 mm (six hundred millimetre) and bedded in a suitable bituminous grout or epoxy mortar, all as per BS: 873 (Part 4) 1973 as per MORTH Specifications clause 806 & direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government excluding GST. |
| 36 | Supplying and installation of delineators road way indicators, hazard markers, object markers with tape, 80-100 cm (eighty to one hundred centimetre) high above ground level, painted black and white in 15 (Fifteen) centimetres wide strips, fitted with 80 x 100 mm (eighty into one hundred millimetre) rectangular or 75 mm (seventy five millimetre) diameter circular reflectorized panels at the top, buried or pressed into the ground and conforming to IRC:79 as per MORTH Specifications clause 806 & direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government excluding GST. |
| 37 | Providing and Laying of hot applied thermoplastic compound road marking paint 2. 5mm (two decimal five millimetres) thick with reflectorizing glass beads at the rate 250 gram (two hundred fifty) gram per square metre area, thickness of 2. 5mm (two point five millimetres) is exclusive of surface applied glass beads as per specification and with strips of 0. 10 (Zero point one zero) metre width in centre lines or edge lines of the road as per MORTH specification Clause 803.4 and 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 or any other Taxes imposed by the Government excluding GST. Please Enable Macros to View BoQ information |
