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| 1 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts. I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 2 | Construction of Embankment with material obtained from borrowpits : Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 3 | By Mix in Place Method Construction of granular sub-base by providing close graded Material, spreading in uniform Layes with moter grader on prepared surface, mixing by min place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 4 | WMM - Providing Laying Spreading and Compacting grade Stone aggregates of wet mixed macadem (In layers) specification including premixing the meterial with water at OMC Mechnical Mix Plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase / base course of well prepared surface and compacting with vibratry roller to achive the desired Compation. (MoRT&H Specification No. 406) I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 5 | Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 6 | Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-35 over a prepared sub base with 43 grade OPC cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 7 | Prime Coat over WMM/WBMProviding and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 8 | Tack Coat Providing and applying Tack coat with bitumen VG-10 on prepared surface of granular base (primed surface) including cleaning of road surface and spraying Tack Coat @ 0.20 kg per sqm mechanical means. technical specification Clause 503. I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 9 | Dense Graded Bituminous Macadam Grading 1 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 10 | Bituminous Concrete Providing and laying bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregrates of specified grading premixed with bituminous binder, @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade. level and alignment and rolling with smooth wheeled vibatory and tandem rollers to achive the desired compaction as per MOTRH specification Clause 509 complete in all respect. I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 11 | Construction of Earthen shoulders : Construction of earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slopes and compacted to meet requirement to Table 300-2. As per MoRT&H Specification. I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 12 | Supply and laying 22.4-53mm Stone bllast I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 13 | Supply and laying 600mm HP NP-3 I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 14 | Supply and laying 900mm HP NP-3 I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of First Class Brick in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand). DSR No. 6.1.1 I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 16 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): Flush / Ruled/ Struck or weathered pointing DSR No. 13.31.1 I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR No. 4.1.3 I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 18 | Brick masonry in 1:3 cement mortar :Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 19 | Brick masonry in 1:3 cement mortar :Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 20 | R.C.C M - 30 : Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 21 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specification clauses 1000 and 1202. I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 22 | Cement mortar 1:3 (1 cement : 3 sand) : Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 and 1204 I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 23 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches by Hydraulic excavator/manual means. For Building/ Drain work only. I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 24 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Fine sand : 8 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. In Foundation and floors. I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 25 | Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 26 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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. I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 27 | Reflective Raised Pavement Markers (Cat Eye/Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-impact Polystyrene) or Acrylonitrite Butadiene Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+1-5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name , trade or other means of identification of the manufacture. epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 28 | Providing and Fixing of Retro Reflective 900mm Octagon stop sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM 04956-09 specifications, fixed over 2 mm thick Al /4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved supported on a mild steel angle iron post 75 mm X75 mm X 6 mm-3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm x 60 cm, 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor.(TRAFFIC SIGNS-STOP) I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 29 | Direction and place Identification signs up to 0.90 sqm size Board : Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility. liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends , letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Sheet fixed over aluminium sheeting 2 mm thick with area not exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75×75×6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45×45×60 cm., below ground level as per approved drawing, complete. I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 30 | Providing and Fixing of Retro Reflective 300X900mm hazard marker sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM 04956-09 specifications, fixed over 2 mm thick Al /4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved supported on a mild steel angle iron post 75 mm X75 mm X 6 mm-3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm x 60 cm, 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (TRAFFIC SIGNS - HAZARD MARKER) I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 31 | Tree Plate :- Supply & Fixing of Retro reflective Tree Plate having size 15cm×15cm, consisting Type XI Retro reflective Sheeting fixed Over 1.50 mm thick aluminium sheet including labour, Material T&P etc for proper completion of the work. The rate shall include all materials, labour. T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 32 | Providing and Fixing of Retro Reflective 600X800mm facility sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM 04956-09 specifications, fixed over 2 mm thick Al /4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved supported on a mild steel angle iron post 75 mm X75 mm X 6 mm-3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm x 60 cm, 60 cm below ground level as per approved drawing. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (For School, Hospitals, Inspection House, Police Chowki etc.) I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 33 | Reinforced cement concrete M15grade kilometer stone (precast) of standard design as per IRC:8, fixing in position including painting and printing etc I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 34 | Reinforced cement concrete M15grade Hectometer stone (precast) of standard design as per IRC:8, fixing in position including painting and printing etc I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 35 | Maintenance Charges for Bituminous Road PartMaintenance Charge including repair of painted surface, earthwork on patri etc complete as per direction of E.I. for the period of five years from the actual date of completion of work.For First Year @ Zeero % |
| 36 | Maintenance Same as Item No. 35 but for Second Year 0.25% of cost of total executed Work |
| 37 | Maintenance Same as Item No. 35 but for Third Year 0.50% of cost of total executed Work |
| 38 | Maintenance Same as Item No. 35 but for Fourth Year 0.75% of cost of total executed Work |
| 39 | Maintenance Same as Item No. 35 but for Fifth Year 1.00% of cost of total executed Work Please Enable Macros to View BoQ information |
