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| 1 | Clearing and grubbing the road land including uprooting Rank vegetation grass bushes shrubs etc complete. |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, 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 & Bridges work (4th Revision). |
| 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 as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site). |
| 4 | Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge. |
| 5 | Construction of granular sub-base by providing close grade granular sub-base grading-III material as per table-100-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MOSRT&H Specifications for Road & Bridges work (4th Revision)(A/R-2006 page-160 item No-39). |
| 6 | Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision) |
| 7 | Providing & applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision) |
| 8 | Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision). |
| 9 | Providin & laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works |
| 10 | Supplying & filling moorum of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge. |
| 11 | Fine dressing and turfing with one extra lead of 50m and 1.5m one extra lift as per Sepification and direction of Engineer-in-charge. |
| 12 | Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge. |
| 13 | P.C.C(M-15) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete. |
| 14 | P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete. |
| 15 | Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 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 form work 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, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge. |
| 16 | R.C.C work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying |
| 17 | R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying Substructure |
| 18 | SuperStructure |
| 19 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge |
| 20 | Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge.600 mm dia Single row |
| 21 | Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification. |
| 22 | Providing Weep Holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2Htowards drawing force etc, complete. |
| 23 | Direction and Place Identification signs more than 0.9sqm size board,1200mmX1800mm |
| 24 | Asser Board |
| 25 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum sheeting, 2.00mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm M.S Angel mounted of 2 nos. of M.S Angel of size 75m x 75mm x 6mm and 2.85 mtr. toal height firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 75cm, 60 cm belowground level as per approved drawing including cost, convayance, royalty, taxes of all materials, labour, T&P, excavation, curing etc. complete, under supervision of E.I.C.1200x900mm Direction/Place Indication Sign Board |
| 26 | 600x450mm Village Name Boardrd |
| 27 | Providing & fixing Retro-Reflectorised cautionary, mandatory and informatory sign as per IRC-67 made of Class-B type-IV Retro-Reflective sheeting fixed over 2 mm thick Allumium sheeting vide clause 801-3, 3 mm / 4 mm thick Alluminium compsite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 3 mm angel mounted on a mile steel angel of size 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x 75 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per Section-12 of IRC-67 including cost, convayance, royalty, taxes of all materials, labour, T&P, excavation, curing etc. complete, under supervision of E.I.C.600mm equilateral triangle |
| 28 | 600mm Circular |
| 29 | 900mm Octagon |
| 30 | Reinforced cement concrete M15 grade Kilometer stone/ local stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD but excluding the charges of GST and as per direction of Engineer-in-Charge.Fixing of 200 metre stone |
| 31 | Fixing of Km. Stone |
| 32 | Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 of MORD. Boundary Pillar but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge. |
| 33 | Part -II (Maintainance)Restoration of rain cuts with soil, 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 MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge1st Year |
| 34 | 2nd Year |
| 35 | 3rd Year |
| 36 | 4th Year |
| 37 | 5th Year |
| 38 | 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 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge.1st Year |
| 39 | 2nd Year |
| 40 | 3rd Year |
| 41 | 4th Year |
| 42 | 5th Year |
| 43 | Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.1st Year |
| 44 | 2nd Year |
| 45 | 3rd Year |
| 46 | 4th Year |
| 47 | 5th Year |
| 48 | Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.1st Year |
| 49 | 2nd Year |
| 50 | 3rd Year |
| 51 | 4th Year |
| 52 | 5th Year |
| 53 | Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge.1st Year |
| 54 | 2nd Year |
| 55 | 3rd Year |
| 56 | 4th Year |
| 57 | 5th Year |
| 58 | Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.1st Year |
| 59 | 2nd Year |
| 60 | 3rd Year |
| 61 | 4th Year |
| 62 | 5th Year |
| 63 | Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.1st Year |
| 64 | 2nd Year |
| 65 | 3rd Year |
| 66 | 4th Year |
| 67 | 5th Year |
| 68 | Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge1st Year |
| 69 | 2nd Year |
| 70 | 3rd Year |
| 71 | 4th Year |
| 72 | 5th Year Please Enable Macros to View BoQ information |
