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| 1 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.a) In ground floor including roof. |
| 2 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.In ground floor including roof.(a) upto 150 mm. thick |
| 3 | Compacting original ground supporting embankment Loosening, Leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 4 | Granular Sub-base with Graded MaterialsB. By mix in place method :Constrcution of granular sub-base by providing graded materials,mixing by mix in place method with rotavator at OMC, spreading in uniform layers with motor grador 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, machinary, tools and plants including cost of quality control complete as per Clause 401 of specifications for road & bridge works of MoRT&H (5th Revision)(V) Grading - III |
| 5 | Water Bound Macadam base course providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specifications 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 bundh of 1m width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and higher and labour charges of all men and machinary and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Rev.)(1) Grading-I Aggregate (63mm to 45 mm) Using Stone Screening Type A (13.2mm) B. Mechanical Means. |
| 6 | Water Bound Macadam base course providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specifications 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 bundh of 1m width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and higher and labour charges of all men and machinary and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Rev.)(1) Grading-II Aggregate (53mm to 22.4 mm) Using Stone Screening Type B (11.2mm) B. Manual Means. |
| 7 | Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS:8887-1978 and requisite quantity on prepared surface of granular base including cleaning of roads surface and spraying primer using mechanical means including cost and carriage of bitumen emulsion and all other incidental cost of workcomplete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Rev.) |
| 8 | Providing 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 machinary and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Rev.)(i) On Granular surface treated with Primer (Using Bitumen Emulsion @of 0.25 to 0.30 kg/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 20mm thk. Composed of 13.2 mm (@0.018 m3/m2 ) and 11.2 mm (@ 0.009 m3/m2) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and preheating stone chips and fully precoating 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, includingline, grade and level to serve as wearing coarse on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheel roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrics, heating the matrics, preheating the aggregates to required temp. and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinary, 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 Specifications Clause 508for Rural Roads of MORD. |
| 10 | Providing and laying Premixed Seal Coat (Type B)with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve)uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means,brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates 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 of Specifications for Road & Bridge Works of MoRT&H(5th Revision).I By Mechanical Means(i) With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.). |
| 11 | Construction of ShouldersB. Hard ShouldersRate as applicable for sub-base and or base may be adopted as per approved design. Water Bound Macadam Sub Base Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal /shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening |
| 12 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. |
| 13 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (b) Do by fine sand. |
| 14 | Hire and labour charges for shuttering with centering and upto 4 m using approved stout props and thick hard wood planks of approvednecessary staging thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(f) 25 mm to 30 mm shuttering without staging in foundation. |
| 15 | Hire and Labour Charges for shuttering with hard wood for precast R.C. Slab curved, or stright and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hosting etc, complete in all respect. (only the area in contact with concrete to be measured) |
| 16 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 17 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.a) Pakur Variety. |
| 18 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.a) Pakur Variety. |
| 19 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 mII. Other manufacture not Specified. |
| 20 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](i) With 1:6 cement mortarc) 15 mm thick plaster |
| 21 | Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 22 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and Laying Reinforced Cement Concrete Pipe NP3 with spigot socket for culverts on first class bedding of granuler material in single row including fixing with cement mortar 1:2 as per Techinical Specification clause 1106 for Rural Roads of MORD.(a) 600 mm Dia. |
| 23 | Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced 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 2.65m. 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.) |
| 24 | Add GST @ 18% on Rs. 992292.00 i.e. total amount over item No. 1 to 8 |
| 25 | Add Labour Welfare Cess @ 1 % of 1170904.56 i.e. total amount of item No. 1 to 9 |
