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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical Means by Motor Grader In area of light jungle as per MORT&H Spec. Clause 201 (iii) (Sr. No. 2.03) |
| 2 | 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 Table 300-2 for embankment construction.By Mechanical means- as per MORT&H Spec. Clause 305.3.4 (Sl. No. 3.20) |
| 3 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres.Reinforced cement concrete grade M-20 & above |
| 4 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres.Dismantling Brick / Tile work |
| 5 | Removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit as per MORT&H Spec. Clause 201 (i,ii,iii) (Sr. No. 2.1) a) Girth above 300mm and upto 600 mm |
| 6 | Removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit as per MORT&H Spec. Clause 201 (i,ii,iii) (Sr. No. 2.1 b) Girth above 600mm and upto 900 mm |
| 7 | Removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit as per MORT&H Spec. Clause 201 (i,ii,iii) (Sr. No. 2.1 c) Girth above 900mm and upto 1800 mm |
| 8 | Excavation for roadwork in soil with hydraulic excavator 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 and lead upto 1000m) - By Mechanical means- as per MORT&H Spec. Clause 301 (Sl. No. 3.06) |
| 9 | 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 table 300-2.) By Mechanical means- as per MORT&H Spec. Clause 305 (Sl. No. 3.17) |
| 10 | Construction of embankment with approved materials obtained from Borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. By Mechanical means- as per MORT&H Spec. Clause 305 (Sl. No. 3.16) |
| 11 | Construction of earthen shoulders with approved materials abtaind from borrow pits with all lifts & leads transporting to site spreading grading to required slopand compacted to meet reqirment of table No. 300.2 By Mechanical means- as per MORT&H Spec. Clause 305 (Sl. No. 3.18) |
| 12 | Removal of Sludge with Disposal upto 1000 metres (Removal of sludge including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately ) By Mechanical means- as per MORT&H Spec. Clause 301 (Sl. No. 3.11) |
| 13 | Construction of granular sub-base by providing close graded material, 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). Grading–I (Table –400-2)- as per MORT&H Spec. Clause 401 (Sl. No. 4.01) |
| 14 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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 and compacting with vibratory roller to achieve the desired density) - as per MORT&H Spec. Clause 406 (Sl. No. 4.14) |
| 15 | Providing and applying primer coat with SS1 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.- as per MORT&H Spec. Clause 502 (Sl. No. 5.01) |
| 16 | Providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom - as per MORT&H Spec. Clause 503 (Sl. No. 5.02) |
| 17 | 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. |
| 18 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of 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. 507 complete in all respects) - as per MORT&H Spec. Clause 507 (Sl. No. 5.05-B) |
| 19 | 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, 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. |
| 20 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 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. |
| 21 | Earth work in excavation in trench for foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed bu the E/I within a distance of 50 m. |
| 22 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 23 | Providing and laying Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M25 using batching plant transit mixer & manual placing |
| 24 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 25 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (PCC M-15) |
| 26 | Supply and fixing of 110cm internal Dia Ac Down pipes required for proper completion of work in weep holes. |
| 27 | Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M30 using batching plant transit mixer & manual placing |
| 28 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 29 | Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 using batching plant transit mixer & Manual placing |
| 30 | Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M30 using batching plant transit mixer & Manual placing |
| 31 | Struck pointing on brick work in 1:2 cement mortar (1 cement & 2 fine sand) including supply of all material, labour and T&P etc. required for proper completion of work. As Per Si. No. 574 |
| 32 | Back filling behind abutment, wing wall and retaining wall complete as per drawing and technical specification clause 1204.3.8 of MORD specification. |
| 33 | 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.) |
| 34 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 90 cm high Octogan Stop Sign |
| 35 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 60 cm Circular with difinitation plate (20 cm x 60 cm) for Speed Limit |
| 36 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 45 cm x 90 cm two way hazard marker |
| 37 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 50 cm x 60 cm Single Chevron |
| 38 | Supply and direction of built-up overhead structures 16 m span comprising of two vertical post of 6 m high made up of 350 m N.B.class MS pipe as vertical member welded with 12 mm thick MS plate 900 X 900 mm at bottom and 10 MM thick 750 x 750 mm at top bearing of horizontal frame comprising of 50 MM N.B.made class Main pipe as of 32MM glass medium N.B. pipe bearing as per approved design paint complete the works i/c construction of RCC foundation of size 900 X 900 mm and 1.5 m deep for built-up overhead structure i/c earth work in excavation 100 MM thick lean concrete 1:2:8 cement coarse sand and 20 mm stone grit, i/c supply and grouting 32mm Dia foundation boalts in bracket 600 mm long) of engineer in charge |
| 39 | Supply fixing and collection of built up cantilever structure 6 m span comprising of one vertical posts of 6 m high made up of 300 mm N.B heavy class MS pipe as vertical member welded with 10 MM thick MS plate at top and 12 MM plate at bottom the horizontal trust shall comprise of 50 MM Dia heavy class MS pipe and 40 MM Dia heavy MS pipe as bracing and 10 MM MS plate bottom for fixing two vertical post as per structure design and drawing With one of steel primer and two coats of synthetic enamel paint the work I/c construction of RCC foundation of size 90 mm X 90 mm of required depth as per site condition for built-up structure I/C earth work in excavation 100 MM thick lean concrete in 1:4:8 cement sand and 40 MM gauge stone blast RCC with 1:2:4 cement course send and 20 MM stone great I/C supply and fixing of 25 mm Dia Foundation bolt 600 MM long as per the provisions of structural design I/C cost of reinforcement and shattering as per direction of engineer in charge |
| 40 | Supply and fixing retro reflective sign board made up with 4MM thick aluminium composite panel face full covered with high-intensity prism Matic retro reflective sitting of approved specifications as per MORTH having approved message fully processed on by pressure sensitive equipment BNC of APACP with frame of 35X 35X4MM angle iron all round and cross with proper clamping arrangement to be fixed in structure the back of a APC shall we enamel quoted as per direction of engineer in charge (for overhead) (For overhead & Cantilever boards:) |
| 41 | Cat Eye (Raised Pavement Marker/Road Stud) Sharp Curve and Abadi Portion.Supply and fixing of reflective Raised Pavement marker With Its body surface made of tough ASA (Acrylic Styrene Acrylonitrite)or HIPS (Hi impact Polystyrene)oe ABS (acrylonitrile butadiens styrene). The marker shall supported a load of 1335 Kg tested in accordance with ASTMD 4280 and its reflective pannel shall consist of number of lenses containing single or dual prismatic cubes of providing total internal reflection of light entering the lencs face .retro reflective surface shall be perferably be 35+-5 degree to the base and area of retro reflecting surface Shall not be less than 13.00 sqcm road stud shall be legibly marked with name trade mark or other means ideentification of the manufacture. Dimension of road Studs should not b less than 100mmx100mmx10mm. as per MORTH-804(8.35) suggesive Specification. |
| 42 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary Kilometer stone (Precast) |
| 43 | Repeated Bars: Providing and laying of repeated bar with hot applied thermo plastic compound 5 mm thick and 300mm wide including reflectorising glass beads @ 250 gms per sqm thcknes of 2.5 mm is exclusive of surface applied glass bed as per IRC 35 including cost of all materials, labour, machinaries, T&P etc. required for proper complation of work i/c all other charges and taxes . The finished surface tpo be level uniform and free from streks and holes as per MORTH specification no. 803 |
| 44 | The routine maintenance of above road work including earthen shoulder and bituminous pavement etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years. (Including cost of material, T&P, labour but excluding GST) for 1st year maintenance cost @ 0.00%. |
| 45 | The routine maintenance of above road work including earthen shoulder and bituminous pavement etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years. (Including cost of material, T&P, labour but excluding GST) for 2nd year maintenance cost @ 0.25%. |
| 46 | The routine maintenance of above road work including earthen shoulder and bituminous pavement etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years. (Including cost of material, T&P, labour but excluding GST) for 3rd year maintenance cost @ 0.50%. |
| 47 | The routine maintenance of above road work including earthen shoulder and bituminous pavement etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years. (Including cost of material, T&P, labour but excluding GST) for 4th year maintenance cost @ 0.75%. |
| 48 | The routine maintenance of above road work including earthen shoulder and bituminous pavement etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years. (Including cost of material, T&P, labour but excluding GST) for 5th year maintenance cost @ 1.0%. Please Enable Macros to View BoQ information |
