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| 1 | SH: Road Work |
| 2 | Excavation in hilly area soil with dozer with lead upto 1000 m( Excavation for road way in soil by mechanical means including cutting and transportating the earth to skite of embankment/dumping area with lead upto 1000m including trimming bottom and side slopes in accordance with requirements of line. grades and cross sections). |
| 3 | Excavation in hill area in ordinary rock by mechanical means not required blasting. (Excavation in ordinary rock in hilly area ma manual means including cutting and trimming of side slopes and disposing of excavated earth with all lift and lead upto 1000 m). |
| 4 | Construction of embankment with Material Deposited from Roadway Cutting(Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures gradedand compacted to meet mrequirement of table 300-2) |
| 5 | Providing,laying and compacting granular base/sub-base with naturally occuring sand gravel material free from organic or other deleterious constituents spreading with motor grader and compacted by rolling with power roller of 8 to 10 tone capacity in layers not exceeding 150mm (Spread thickness) |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 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 and compacting to the required density.(A) By Manual Means.(ii) Grading-I (a) Using screening crushable type such as moorum or gravel. |
| 7 | (ii) Grading-II (a) Using screening crushable type such as moorum or gravel. |
| 8 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)A). Prime Coat on WMM / WBMi) Providing and applying primer coat with 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. |
| 9 | Tack Coat on Granular surfaces treated with primerProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 10 | Providing and laying semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 35 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5 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. 508 complete in all respects.(ii) for GradingII(10 mm nominal size). |
| 11 | Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 qm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309 of MoRTH specification. Excavated material to be used in embankment at site within a lead of 1000 metres A) Mechanical Means |
| 12 | Surface Drains in Ordinary RockConstruction of unlined surface drains of average cross sectional area 0.40 qm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309 of MoRTH speciftcation. Excavated material to be used in embankment at site.A) Mechanical Means |
| 13 | SH: Construction of RCC Pipe Culverts |
| 14 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I. Ordinary Soil. A. Manual Means. (i) Depth Upto 3 m. |
| 15 | Cement Concrete 1:4:8 mix with stone aggregate 40 mm nominal size foundation upto a depth of 1.5 metres below ground level/bed level and upto height of 1.5 m above ground/bed level. |
| 16 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. (b) Random Rubble Masonry. |
| 17 | Laying reinforced cement concrete pipes NP4/prestressed concrete pipe on first class bedding in single row. (Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.) (ii) NP-3 Pipe (b) 900 mm dia. |
| 18 | SH: Construction of 1 m span RCC Slab Culverts |
| 19 | Earth work in excavation foundation trenches etc. in drains and channels etc. not exceeding 2.00 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation including disposal of all surplus soil as directed within a lead of 30.00 metres.i) Ordinary Soil |
| 20 | Cement concrete 1:4:8 mix with stone aggregate 40mm. nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m. above ground/bed level. |
| 21 | PCC 1:3:6 in Foundation (Plain Cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 22 | Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates & walls excluding steel but including centering and shuttering laid in position. |
| 23 | Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.(i) M-20 |
| 24 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification |
| 25 | Providing and laying cement concrete wearing coat M30 grade including reinforcement complete as per drawing and technical specification. |
| 26 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H toward drawing foce. Complete as per drawing and Technical specifications. |
| 27 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. |
| 28 | SH: Construction of 2 m span RCC Slab Culverts |
| 29 | Earth work in excavation foundation trenches etc. in drains and channels etc. not exceeding 2.00 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation including disposal of all surplus soil as directed within a lead of 30.00 metres.i) Ordinary Soil |
| 30 | Cement concrete 1:4:8 mix with stone aggregate 40mm. nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m. above ground/bed level. |
| 31 | PCC 1:3:6 in Foundation (Plain Cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 32 | Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates & walls excluding steel but including centering and shuttering laid in position. |
| 33 | Reinforced cement concrete M-20 mix with stone aggregate 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.(i) M-20 |
| 34 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification. |
| 35 | Providing and laying cement concrete wearing coat M30 grade including reinforcement complete as per drawing and technical specification. |
| 36 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H toward drawing foce. Complete as per drawing and Technical specifications. |
| 37 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. |
| 38 | SH: Construction of CC Retaining wall. |
| 39 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. I . Ordinary soil B.Mechanical Means (i) Depth upto 3 m |
| 40 | Cement concrete 1:4:8 mix with stone aggregate 40mm. nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m. above ground/bed level. |
| 41 | Plain concrete/reinforced concrete in sub-structure i/c cost of form work complete as per drawing and technical specification.(A) P.C.C M - 15(i) height upto 5 m |
| 42 | Providing weep holes in brick masonry/plain concrete / reinforced concrete abutment wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face. Complete as per drawing & technical specification. |
| 43 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.A. Granular Material |
| 44 | SH: Construction of RR Breast Wall. |
| 45 | Earth work in excavation foundation trenches etc. in drains and channels etc. not exceeding 2.00 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around hume pipe/masonary in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 30.00 metres. I . Ordinary soil B.Mechanical Means (i) Depth upto 3 m |
| 46 | Cement concrete 1:4:8 mix with stone aggregate 40mm. nominal size in foundation upto a depth of 1.5 metres below ground/bed level and upto height of 1.5m. above ground/bed level. |
| 47 | Stone masonry work in cement mortar 1:3 for sub-structure complete as per drawing & technical specification |
| 48 | Plain concrete/reinforced concrete in sub-structure i/c cost of form work complete as per drawing and technical specification.(A) P.C.C M - 15(i) height upto 5 m |
| 49 | Providing weep holes in brick masonry/plain concrete / reinforced concrete abutment wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face. Complete as per drawing & technical specification. |
| 50 | Back filling behind abutment, wing wall and return wall complete as per drawwing and Technical specification.A) Granular Material |
| 51 | SH: Beam Crash Barrier & Traffic sign. |
| 52 | Type A, \\"W\\": Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) |
| 53 | Retro-reflectorised Traffic signs (Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class B Type-IV retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3,3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm. Angle mounted on a mild steel circular pipe 65NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.(i) 60 cm equilateral triangle |
| 54 | (ii) 60 cm circular |
| 55 | (iii) 80 mm x 60 mm rectangular Please Enable Macros to View BoQ information |
