|
| 1 | Clearing and grubbing road land in area of light jungle including uprooting rank vagetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of tress cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including watering and cost of labour, cess & all materials etc. complete as per direction of Engineer - in - charge. |
| 2 | Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000 m as per technical specification clause 301.4 and as per direction of the Engineer-in-Charge |
| 3 | Construction of embankment with approved material obtained from borrow pits transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H specifications for Road and Bridge works (4th Revision) with cost of all labour, T&P and with cess, royality and as per direction of Engineer-in-charge. (Payment of earthwork will be made compacted level section) only |
| 4 | 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 of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the Engineer in charge. |
| 5 | Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3 of MoRDand as per direction of Engineer-In-Charge. |
| 6 | Providing compacted granular subbase usinggravel or moorum with sand admixture saticifying the P.I. value of good quality including cost, conveyance taxes, royality, cess of all materials and laying, spreading in uniform layers, watering and compacting to the required density complete for finished item of work as per direction of the Engineer in charge |
| 7 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricadding and maintenance of diversion etc. as per Tables 400.11 & 400.12 and Technical Specification clause 406. of MoRDand as per direction of Engineer-In-Charge. |
| 8 | Providing & applying the primer coat with Bitumen Emulsion (SS-1) on prepared Surface of Granular base including cleaning of road Surface & spraying primer at the rate of 0.60kg/sqm using mechanical means as per technical specification Clause-502 of MoRD & as per direction of Engineer-in-Charge. |
| 9 | Providing & applying the tack coat with BitumenEmulsion (RS-1) using emulsion distributor @ 0.20Kg/Sqm on the prepared granular surface treated with primer and cleaned with mechnial broom as per technical specification Clause 503 of MoRD & as per direction of Engineer-in-Charge. |
| 10 | Providing and laying bituminous macadam with hot mix plant using crusher aggregates of grading as per Table 500.4 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. (MoRD 5.3) of MoRDand as per direction of Engineer-In-Charge. |
| 11 | Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of speficied grading premixed with bituminous binder of 60/70 penetration grade of bitumen , transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for Road & Bridge works and all other T&P articles including cost, conveyance, royality, Cess, taxes of chips and bitumen & other required materials etc. complete as per specification and direction of the Engineer in charge. |
| 12 | Fine dressing &Turfing with all leads & lifts and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials, Cess etc. complete as per direction of Engineer - in - charge. |
| 13 | C.C.ROADEarth work in excavation of foundation in hard or gravelly soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-chargel. |
| 14 | Providing & filling good clean river sand of approved qualityincluding watering to complete saturation & ramming completeincluding cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge. |
| 15 | Providing Plain Cement concrete M-15 in foundation upto a required depthbelow ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge |
| 16 | Construction ofun-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 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, primer, sealant, near approaches to bridge/culvert or at any approved portion of road and construction joints, admixtures as approved, curing of concrete slabs for 14-days as per MoRD technical specification Clause 1501 and as per direction of Engineer-in-Charge. |
| 17 | C.D.WORKEarth work in excavation of foundation in hard or gravelly soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-chargel. |
| 18 | Providing & filling good clean river sand of approved qualityincluding watering to complete saturation & ramming completeincluding cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge. |
| 19 | Providing Plain Cement concrete M-15 in foundation upto a required depthbelow ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge |
| 20 | In Foundation |
| 21 | In substructure |
| 22 | Providing cement concerete (1:2:4) nominalmix using 12mm size crusher broken hard granite chips of approved quality obtained from approved quarry including lowering, hoisting & laying in layers not exceeding 150 mm thick each compaction with vibrator, watering and curing for 28 days, centering, shuttering, dewatering if necessary and finishing the exposed surface smooth providing groves and beads where necessary including cost, conveyance royalty, Cess & other taxes of all materials, labour hire charges of all T&P machineries required for the work complete in all respect as per specification and direction of EIC. |
| 23 | Providing RCC of design mix of M-250 grade of controlled qulity having cube strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes obtained from approved quary & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & including hoisting, lowering & laying concretein layers compacting with vibrators watering & curing for 28 days including water tight steelcentering & shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties, Cess and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge. |
| 24 | Superstructure |
| 25 | Providing RCC of design mix of M-300 grade of controlled qulity having cube strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes obtained from approved quary & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & including hoisting, lowering & laying concretein layerscompacting with vibrators watering & curing for 28 days including water tight steelcentering & shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties, Cess and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge. |
| 26 | Wearing course |
| 27 | Providing HYSD bars confirming to approved gradeincluding all labours for cutting ,bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete with Cess in all respect (weight of binding wire shall not be considered for payment at all which will be borne by the contractor) as per specification and direction of the Engineer in charge. |
| 28 | Providing, laying and fixingRCC pipes of NP3 as follows (Confirming to relevant I.S.Specification) in position including sealing the joints in C.M (1:3) including cost, conveyance royality, taxes, Cess of all materials, labour, T&P required for the work etc. complete as per specification and direction of the Engineer in charge. |
| 29 | 1000mm dia (Single Row) |
| 30 | 1000mm dia (Double Row) |
| 31 | Providing weep hole in plan / Reinforced concrete abutment/ wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete with Cess etc. as per drawing and technical specification and direction of Engineer in charge. |
| 32 | RETAINING WALL / C.C.DRAINEarth work in excavation of foundation in hard or gravelly soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-chargel. |
| 33 | Providing & filling good clean river sand of approved qualityincluding watering to complete saturation & ramming completeincluding cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge. |
| 34 | Construction of embankment with approved material obtained from borrow pits transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H specifications for Road and Bridge works (4th Revision) with cost of all labour, T&P and with cess, royality and as per direction of Engineer-in-charge. (Payment of earthwork will be made compacted level section) only |
| 35 | Providing Plain Cement concrete M-15 in foundation upto a required depthbelow ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer – in – charge |
| 36 | In Foundation |
| 37 | In substructure |
| 38 | Providing weep hole in plan / Reinforced concrete abutment/ wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete with Cess etc. as per drawing and technical specification and direction of Engineer in charge. |
| 39 | ROAD APPURTENANCESSupplying and fixing of measurement stones of R.C.C. M-15 grade including painting, lettering in accordance with the specifications and as approved by the engineer and as per direction of Engineer-In-Charge and as per clause 1703 of MoRD. |
| 40 | 1) 5th kilometer stone |
| 41 | 2) Ordinary kilometer stone |
| 42 | 3) 200 mtr Stone |
| 43 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing as per Clause 1701.2.2 of MoRD and as per direction of Engineer-In-charge |
| 44 | 900 mm equiaterial triangle |
| 45 | 600mm Circular |
| 46 | Providing and erecting direction and place identification of semi reflective sign boards as perIRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour.Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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 of MoRD. andas per the direction of the Engineer in charge |
| 47 | Providing and fixing of typical MMSY Informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.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 Clause 1701 and Annexure 1700.1 andas per the direction of the Engineer in charge |
| 48 | Providing and fixing Asset Board with retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S.angle of size 50mm x 50mm x 6mmfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm, 60 cm belowground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curingetc. complete, under supervision of Engineer-in-Charge.(1800mmx1200mm Rectangle) (Asset Board) (One side) |
| 49 | Providing and fixing 15 cm dia and 1 m long guard post of RCC (1:2:4) including cost, conveyance royality, Cess, taxes of all materials, labour, T&P required for the work etc. complete as per specification and direction of the Engineer in charge. |
| 50 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes |
| 51 | MAINTANANCEMaintenance of earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 mas per technical specification Clause 1903 of MoRD andas per the direction of the Engineer in charge |
| 52 | 1st year |
| 53 | 2nd year |
| 54 | 3rd year |
| 55 | 4th Year |
| 56 | 5th Year |
| 57 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per MORD Techinical Specification Cluase 1903 &direction of Engineer-in-charge. |
| 58 | 1st year |
| 59 | 2nd year |
| 60 | 3rd year |
| 61 | 4th Year |
| 62 | 5th Year |
| 63 | Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902 of MoRD by manual means andas perthe direction of the Engineer in charge |
| 64 | 1st year |
| 65 | 2nd year |
| 66 | 3rd year |
| 67 | 4th Year |
| 68 | 5th Year |
| 69 | Maintenance of Bituminous surface road. Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, BM and SDBC specificationClause 503,508.1 &1904.2 of MoRD andas per the direction of the Engineer in charge |
| 70 | 1st year |
| 71 | 2nd year |
| 72 | 3rd year |
| 73 | 4th Year |
| 74 | 5th Year |
| 75 | Maintenance of Hume pipe Culvert by way ofClearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MoRD &direction of Engineer-in-charge. |
| 76 | 1st year |
| 77 | 2nd year |
| 78 | 3rd year |
| 79 | 4th Year |
| 80 | 5th Year |
| 81 | Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 of MoRD &direction of Engineer-in-charge. |
| 82 | 1st year |
| 83 | 2nd year |
| 84 | 3rd year |
| 85 | 4th Year |
| 86 | 5th Year |
| 87 | Maintenance of 200 metre km stone by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and5th km stone as per drawing and technical specification Clause 1912 of MoRD &direction of Engineer- |
| 88 | 1st year |
| 89 | 2nd year |
| 90 | 3rd year |
| 91 | 4th Year |
| 92 | 5th Year |
| 93 | Cutting of branches of trees from the road way or with in R.O.Wincluding disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MoRD &direction of Engineer-in-charge. |
| 94 | 1st year |
| 95 | 2nd year |
| 96 | 3rd year |
| 97 | 4th Year |
| 98 | 5th Year |
| 99 | Cuttingofshurbs from the roadways or within ROW including clearing away from site etc complete as per drawing & MORD Techinical Specification Cluase 1914 &direction of Engineer-in-charge. |
| 100 | 1st year |
| 101 | 2nd year |
| 102 | 3rd year |
| 103 | 4th Year |
| 104 | 5th Year |
| 105 | Triming of grass & weedsfrom the roadways or with ROW including clearing away from site etc complete as per drawing & MORD techinical specification Cluase 1914 & direction of Engineer-in-charge. |
| 106 | 1st year |
| 107 | 2nd year |
| 108 | 3rd year |
| 109 | 4th Year |
| 110 | 5th Year |
| 111 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 of MoRD &direction of Engineer-in-charge. |
| 112 | 1st year |
| 113 | 2nd year |
| 114 | 3rd year |
| 115 | 4th Year |
| 116 | 5th Year |
