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| 1 | Earthwork in Cutting to form road section in correct profile in mixed soil including removal of spoils not exceeding initial lead of 50m and initial lift of 1.50m in mixed soil. |
| 2 | Earthwork in Cutting to form road section in correct profile in ordinary soil including removal of spoils not exceeding initial lead of 50m and initial lift of 1.50m (refer quantity calculation sheet) |
| 3 | Excavation inHARD ROCK (blasting is prohibited) Twithrock breakers including breaking rocksite within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per Clause 301 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (Mode of measurement: pre works and postworks) |
| 4 | Construction of Embankment with Material Deposited from Roadway Cutting.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 TechnicalSpecification Clause 301.5 for Rural Roads of MORD including carriage of material for a distance of 1 km. |
| 5 | \\"Surface Finish Works\\" Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works ofMoRT&H (5th Revision). |
| 6 | Water Bound MAcadam sub base Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specification. |
| 7 | Prime CoatProviding and applying primer coat with CationicBitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 8 | Tack CoatProviding and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) On ituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) |
| 9 | Open-Graded Premix Surfacing using Bituminous(Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and includingthe hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. |
| 10 | Seal Coat Providing and laying Liquid Seal Coat (Type A) with approved quality stone chips and bitumen binder onthoroughly cleaned black top surface, spreading screened & cleaned stone aggregates (100 % passing through 11.2 mm sieve and retained on 2.36 mm sieve) uniformly @ 0.09 m3 of dry aggregate per 10 m2 of area using suitable means, brushing the chips, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and stone chips, cost of heating the binder and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 ofSpecifications for Road & Bridge Works of MoRT&H(5th Revision). (ii) With Cationic Bitumen Emulsion(@ 15.00 kg / 10 sqm.) |
| 11 | V type Drain 60 m wide and 30 cm deep with 150mm t0 230 mm th dressed stone laid on edge including cement concrete plastering and NCP cost and carriage…. All complete. |
| 12 | Box tu]ype drain Stone Squaer box drin 30x60 cm with hard dressed stone including cement concrete plastering and NCP cost and carriage…. All complete. |
| 13 | \\"Protective Structure\\" Earthwork in excavation for foundation of structures as per technical specification including setting out removing spreading or stacking spoils with in a lead of 150 m as directed and including trimming the sides of trenches ..all complete as per direction of E-I-C. a(Depth upto 3mtr |
| 14 | Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site |
| 15 | Plum Concrete work with cement concrete 1:3:6 with 30mm down graded stone metal 40% and stone boulders of size 150mm and above placed in position as directed excluding shuttering if any. |
| 16 | Providing formwork and staging including Hire & Labour charges for same Retaining wall & its components b) Forportion of the above 1m and upto3m |
| 17 | Providing weep hole (100mm) A.C. in walls including packing brick bats or boulder of approved quality and size at the backsides of walls etc all complete. |
| 18 | Hand Packed rough dressed stone walls by masons with hand stone wallsbfrom approved quarries |
| 19 | Filling properly the empty sausage crates withboulders of any size & shape with hand packing after preparation of bed of placement, placing the crate in position, carriage of boulders from road stacks with a lead upto 150m etc. complete in all respect including stitching the rest of the crate with wire (passage for filling boulders) after filling up the crate with boulders and launching the crate in position if necessary and as directed by the Engineer-in charge.[Rate provided is exclusive of the cost of stoneboulders and sausage crate] |
| 20 | Earth in filling in foundation trenches and at the back of abutments with good earth (sandysoil )in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by epartment beyond 150 m. but within 300 m.including all lifts. Earth to be approved by the Engineer-in-charge. |
| 21 | CROSS DRAINAGE WORKS 600 DIAMETER HUME PIPE Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with pproved material complete as per direction of the ngineer-in-Charge . |
| 22 | hand packed rough dressed stone work with boukder including all coast complete |
| 23 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse gregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & inforcement works.(a) M-15 GradeUsing concrete mixer.e |
| 24 | providing formwork and staging inculding Hire & labour charges for the same as requried for foundation concrete work of for walls parapets etc. For bed C.C. inlet & outlet face |
| 25 | Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any.(i) (1:3:6) proportion |
| 26 | Stone filling on the backside of the walls,aboutment, wingwalls etc. inculding hand packing and carrige and cost of stone Behind abut. Both side Top of H/pipe |
| 27 | Cost of RCC spun pipe (NP 3) diameter 600 mm |
| 28 | Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site |
| 29 | TYPE OF CROSS DRAINAGE WORKS 1.50 METER SPAN SLAB CULVERT Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with pproved material complete as per direction of the ngineer-in-Charge |
| 30 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse gregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & inforcement works.(a) M-15 Grade |
| 31 | Providing formwork and staging inculding Hire & labour charges all complete for salb of culvert and cross drain upto 3 mtrs clear span…..etc. A) From work so as to give smooth concrete finish with timber planks not less then 38mm thick slab |
| 32 | Supplying, fitting and placing HYSD barreinforcement in Bridge Super-structure including initial straightening, straightening of coils bars,removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications. |
| 33 | Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any.(i) (1:3:6) proportion |
| 34 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or hamfering corners as directed and raking out joints including throating, nosing and drip course,scaffolding/stagin where necessary (Ground floor).[Excluding cost of chipping over concrete surface] ii) With 1:4 cement mortar (b) 15 mm thick plaster |
| 35 | Stone filling on the backside of the walls,aboutment, wingwalls etc. inculding hand packing and carrige and cost of stone abutment D/S Drop |
| 36 | providing weep hole (150x75mm) in walls approved packing brick bats or boulder of approved qulit and size at the backside of walls etc all complete Abutment |
| 37 | 2.00m span culvert EarthEarth work in excavation of foundation of structures as per drawing and technical specification,including setting out, removing, spreading orstacking of spoils within a lead of 150 m. as directedand including trimming the sides of the trenches,leveling, dressing and ramming the bottom, andbackfilling with approved material complete as perdirection of the Engineer-in-Charge (iv) Without pumping out water and shoring |
| 38 | Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.(a) M-15 Grade |
| 39 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.with staging |
| 40 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.with out staging |
| 41 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. without staging |
| 42 | Supplying bending bbinding and laying inposition steel reinforcement of different dimesion work of different conponentent in foundation and superstruture (1M3= 7850.00KG) |
| 43 | .Plum concrete work with 40 % cement concrete with 30 mm down gradedstone metal and 60 % stone boulder of size 150 mm and above, placed inposition as directed excluding shuttering if any. |
| 44 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface. a) with (4:1) cement mortor (a)10mm thick plaster |
| 45 | Stone filling on the backside of the walls,aboutment, wingwalls etc. inculding hand packing and carrige and cost of stone abutment D/S Drop |
| 46 | Providing weep hole (100mm) A.C. in walls including packing brick bats or boulder of approved quality and size at the backsides of walls etc all complete. |
| 47 | Road Furniture Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick ade with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) |
| 48 | Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of roundshaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders shouldbe placed at 245mm c/c ; |
| 49 | Painting (one coat) guard posts with 6nos. of 16cm wide horizontal alternate band in different colours after the scrapping the surface free from old paint etc. as directed with best quality synthetic enamel paint |
| 50 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3,fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mm x 6 mm firmly fixed to the ground by mea 600MM |
| 51 | 600mm circular |
| 52 | 600mm Square |
| 53 | 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 aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed |
| 54 | Reinforced cement concrete M15 grade Kilometre stone of standard desgin as per IRC8 1980.fixing in position inculding painting and printing etc. |
| 55 | Add 18% GST |
| 56 | Add 1 % Laboaur Cess Please Enable Macros to View BoQ information |
