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| 1 | Clearing Snow (without frost) from Roads by manual means |
| 2 | Snow depth upto 150 mm |
| 3 | Snow depth over 150 mm but upto 250mm |
| 4 | Snow depth over 250 mm but upto 350mm |
| 5 | Snow depth over 350 mm but upto 450mm |
| 6 | Snow depth over 450 mm but upto 550mm |
| 7 | Snow depth over 550 mm but upto 650mm |
| 8 | Snow depth over 650 mm but upto 750mm |
| 9 | Snow depth over 750 mm but upto 850mm |
| 10 | Snow depth over 850 mm but upto 950mm |
| 11 | Snow depth over 950 mm but upto 1050mm |
| 12 | Snow depth over 1050 mm but upto 1150mm |
| 13 | Snow depth over 1150 mm but upto 1250mm |
| 14 | Galla cutting in compressed snow |
| 15 | 150 mm deep and 4 m wide. |
| 16 | 1200 mm deep and 4 m wide. |
| 17 | Clearing snow (with frost) from Roads, manually using picks and shovels; snow depth upto 150 mm |
| 18 | Snow clearance by Mechanical Means using Machines as specified or equivalent |
| 19 | Dozer BD 80 |
| 20 | Snow Plough 180 HP (ashoka Leyland Stallion-2009) |
| 21 | Snow Plough 4 WD 170-180 BPH (Unimog) |
| 22 | Snow Plough 4 WD 90 BPH (Trucks) |
| 23 | Snow Plough 4 WD 60 BPH (Trucks) |
| 24 | JCB with attachments to be provided by the department |
| 25 | Snow Plough 4 WD 160 BPH (Trucks) |
| 26 | Snow cutter Rolba 1500 |
| 27 | Snow cutter Rolba 3000 |
| 28 | Snow cat |
| 29 | Snow Blower 4 WD 690 BHP 8500 T/Hr ( Fresia Spa) |
| 30 | Snow Blower 4 WD 420-430 BHP 3500 T/Hr (Spa 4001) |
| 31 | Snow Blower 4 WD 570 BHP 5300 T/Hr (Spa 3000) |
| 32 | Snow Blower 4 WD 420 BHP 3500 T/Hr (Rolba 1500) |
| 33 | Clearing / disposal of accumulated snow in builtup area / market portion (snow depth exceeds 1.0m) as and when required using JCB and tippers/tractor, disposal lead upto 1.0Km. |
| 34 | Slip Clearance |
| 35 | In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. |
| 36 | In soils; mixed with moorum/Kankar/shingle /boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 37 | In soils; mixed with Decomposed Rocks; by blasting or any other means |
| 38 | Maintenance work |
| 39 | Maintenance of Bituminous surface road and/ or gravel road and / or WBM including filling potholes and patch repairs etc. as per clause 1904, 1906 of MoRD Specifications complete job as directed by the engineer incharge. |
| 40 | Make up loss of material / irregulaties on shoulders to the design level by adding fresh approved selected soil and compacting it with appropiate equipment at OMC upto all leads as per technical specification clause 1903 complete job as directed by the engineer incharge. |
| 41 | Maintenance of drains include errosion, repair, cleaning, clearing, reshaping, regrading, deeping of side drains aswell as catch water drain as per technical specification 1907 complete job as directed by the engineer-incharge. |
| 42 | Restoration of rain cut with soil, moorum gravel or a mixture of these, cleaning the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawing and technical specification clause 1902 complete job. - by manual means |
| 43 | By Mechanical Means |
| 44 | Maintenance of Hume Pipe culverts and cause ways by way of cleaning, clearing, errosion, repairs to cracks, parapit walls and protection works as per drawing and technical specification clause 1908 as per clause 1908 and 1909 of the MoRD complete job as directed by the engineer incharge. |
| 45 | Maintenance / repair of guard rails and parapet rails to bring it to original shape including cleaning and repainting as per drawings and technical specification clause 1911 of the MoRD Specification complete job as direcetd by the engineer incharge. |
| 46 | Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory, cautionary/informatory and place identifications sign board as per drawing & technical specification clause 1910 of the MoRD Specification complete job. |
| 47 | Maintenance of 200 m Kilo Meter stones by way of refitting of tilted stones, reapiaring with cement mortar, cleaning, repairing, painting and lettering with two coats with sysnthetic enamel paint on 200m Km stone and 5th Km stone as per drawing and technical specification clause 1912 of the MoRD Specification complete job. Painting of two coats with synthetic enamal paint. |
| 48 | Cutting of branches of trees, shrubs and trimming of grass and weeds etc. as per clause 1914 of the MoRD Specification complete job as directed by the engineer incharge. |
| 49 | Cutting of branches of trees and shrubs 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 |
| 50 | White washing two coats on parapit walls, tree trunks and CD works including preparation of surface by cleaning, scraping etc as per technical specification clause 1915 complete job as directed by the engineer incharge. |
| 51 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi- automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge andaccordance with applicable specifications. |
| 52 | 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 Clause 1701.2.2 (600x600 equilateral triangle) incl all carriages complete job |
| 53 | Providing and fixing of PMGSY Board with typical LOGO as per MORD specification and drawing complete job as directed by the engineer incharge. |
| 54 | Reinforced cement concrete M15 grade Km stone of standard design as per IRC:8 fixing in position including excavation , concreting,painting,printing etc ercting,loading, unloading, haulage painting and writing etc. as per drawings and technical specifications cluase 1703- ordinary km stone(pre cast) |
| 55 | Allied works |
| 56 | Earthwork in excavation for foundation of structures up to 3m depth as per drawing and technical specifications clause 1104.including setting out , construction of shoring nad bracing , removal of stamps and other deleterious matter , drassing of sides and bottom and back filling with approved material, in oridnary soil. |
| 57 | Type B (First Class) Bedding, Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) including cost and carriage of material from approved source to site of work with all leads, lifts, loadinging,unloading and octroi(Finished work to be measured) |
| 58 | Providing and laying plain cement concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C grade M-10 nominal mix Including cost of form work and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured) |
| 59 | Providing and laying plain cement concrete in substructure complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C grade M-15 nominal mix Including cost of form work and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured) |
| 60 | Providing and laying reinforced cement concrete in sub-structure complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 R.C.C grade M-20 nominal mix Including cost of form work and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured) |
| 61 | Polygonal/ random rubble masonry uncoursed/ brought to course in cement sand mortar 1:5 mix with quarry stones in foundation and plinth including cost of bond stones and leveling up at specified levels with M-5 grade using stone aggregate 20mm nominal size Including cost of form work and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured) |
| 62 | Dry random rubble masonry with hard stone in foundation and plinth: 7.3.1 With bond stone (Quarry Stones) material from approved sourcewith all leads, lifts, loading, unloading and octori.(Finished work to be measured) |
| 63 | Polygonal/random rubble masonry uncoursed/ brought to course in cement sand mortar 1:5 mix with stones available at site in foundation and plinth including cost of bond stones and leveling up at specified levels with M-5 grade using stone aggregate 20mm nominal size Including cost of form work and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured) |
| 64 | Random Rubble Stone Masonary, uncoursed brought to Courses with quarry stones available at site laid dry in foundation and plinth as per drawings and technical specifications clauses 702.1, 702.4, 703 & 704 incl. Cost of bond stones and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) . |
| 65 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concreteabutment, wing wall, return wall with 100 mm dia AC pipe extending through the fullwidth of the structures with slope of 1(V):20(H) towards drawing face complete asper drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 66 | Providing PCC M-20 coping on the top of wing wall, return wall etc.complete as per drawing and technical specification clauses 615,710 and 1204.3.11. incl. cost and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured, complete.) |
| 67 | Pointing with cement mortor 1:3 on stone work as per drawing & technical specification clause 613.3 & 1208.4. including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori. (Finished work to be measured, complete). |
| 68 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specifications Clauses 1002, 1005 and 1010, 1202. including cost and carriage of material from source to site of work, with all leads, lifts, loading, unloading and octori. (Finished work to be measured, complete.) |
| 69 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints,icluding backfilling of trenches with available material etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 450 mm dia. R.C.C. pipe |
| 70 | Providing and Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets including cost and carriage of material from approved source to site of work with all leads, lifts, loadinging,unloading and octroi(Finished work to be measured) |
| 71 | 300mm dia |
| 72 | 500mm dia |
| 73 | 750mm dia |
| 74 | 1000mm dia |
| 75 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (Granular material), including cost and carriage of material from approved source to site of work with all leads, lifts, loadinging,unloading and octroi(Finished work to be measured) |
| 76 | Providing and laying of boulder apron laid in wire crates with 4 mm dia Black Anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25Kg each as per technical specifications clause 1301 including cost and carriage of all materials from source to site of work (Finished work to be measured) |
| 77 | WMM:- Providing, layng, spreading and compacting graded stone aggregate (size 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage pof mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub-base/ base course on well prepared surface and compacting with vibratory roller of 8-10 tonne capacity to achieve the desired density, complete as per specifications and directions of engineer in charge incl all carriages complete job. |
| 78 | WBM :Grading-3:-Providing, laying, spreading and compacting stone aggregates of specificsizes to water bound macadam specification including spreading in uniformthickness, hand packing, rolling with smooth wheel roller 80-100 kN instages to proper grade and camber, applying and brooming, stone screeningto fill-up the interstices of coarse aggregate, watering and compacting to therequired density Grading 3 as per Technical Specification Clause 405.By Manual means |
| 79 | Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating thebitumen, spraying the bitumen withmechanically operated spray unit fitted on bitumen boiler,cleaning andpreparing the existing road surface as per specifications (On WMM @.75KG/Sqm) |
| 80 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm. |
| 81 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.16.63.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.16.63.1A 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) preparedin Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 82 | 25mm thick semidense: Providing and laying semi dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the ho mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density asa per specification, complete and as per directions of Engineer-in-Charge 25mm compacted thickness with bitumen of grade VG-10@ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in Drum Type Hot Mix Plant 60-90 TPH capacity. incl all carriages. |
| 83 | Seal Coat :- Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface inluding rolling and finishing with road all complete. |
| 84 | Hard Shoulders: Supplying and Laying .spreading and compacting of Granular Material (khakh bajri) in uniform thickness, hand picking,rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. complete job as directed by engineer in charge The estimated rates are exclusive of 18% GST. However the GST @18% shall be paid on gross amount Please Enable Macros to View BoQ information |
