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| 1 | 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 |
| 2 | 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. The rate includes royalty as per applicable to make embankment 12m wide, width may very at curves patries. including quantity for filling of drain type trenches along the base of road embankment as they were duged for making embankment previously.embankment width 12M side slope 1:2 New Including Royality Machenically Compacted. |
| 3 | Scraping of old painted surface including disposal of all Scraped material to distance of 30M (100 ft.) as directed by Engineer-in-charge. |
| 4 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., |
| 5 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 30 mm thick compacted bed of coarse sand .. |
| 6 | Construction of granular sub-base (Grade-I) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 7 | 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. |
| 8 | Providing 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. |
| 9 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. |
| 10 | Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 11 | Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 12 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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. 509 complete in all respects |
| 13 | Earth Work in ordinary soil in makin patries on either side of the road earthwork in patries to be done in 20 cm layer including ramming and dressing the surface to required lavel and true to patri template with side slope of 1:2. (Mechanically Compacted) |
| 14 | Construction of H.P. culverts 900mm dia NP3 H.P.Excavation in foundation in ordinary soil including lift 1.5mt and lead up to 30M and including filling, filling, watering, ramming of excavation earth and also complete with all respect. |
| 15 | Cement concrete with 4 cm gauge stone gritt. Approved coarse sand and cement in the proportion of 6:3:1 insluding supply of all materials labour and T&P etc. required for poper completion of the work. Ref.No. 4.1.6 |
| 16 | Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) Ref. No. 6.1.1 |
| 17 | Supply of 900 mm NP3 Hume Pipe and its coller including cartage etc. complete. |
| 18 | Layaing of 900mm dia NP3 Hume Pipe in proper posistion and joining them with coller and filling of jute and cement mortar in 1:2 cement and sand complete. |
| 19 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): Ref. No. 13.31 |
| 20 | Filling Granular Material (22.4-53mm) Shankergarh as filler material between roadcrust and abutment as per direction of Engg-in-charge. |
| 21 | Construction of U- Type Drain Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.50 in & lead upto 30 m Including filling watering & ramming of excavated earth into the trenches or upto the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30 m from the foundation trenches. S.I. 251 |
| 22 | Cement concrete with 4 cm gauge stone gritt. Approved coarse sand and cement in the proportion of 6:3:1 insluding supply of all materials labour and T&P etc. required for poper completion of the work. Ref.No. 4.1.6 |
| 23 | Providing and laying cement concrete in retaining walls, return walls, walls (anythickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm (nominal size) Ref. 4.2.3 |
| 24 | Mild steel or iron in plain work such as reinforeed concretc or reinforeed brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of ass steel and wastage and over lapping & hooks. |
| 25 | R.C.C. Culvert. Excavation in foundation in in black cotton soil requring the use of special tools and plant such as pickaxes / sabbals etc. including lift up to 1.5m and lead up to 30m (100 ft) and including filling. Watering and ramming of excavated earth in to the trenches or in to the space between the structure and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer– in–charge up to distance of 30.00 m (100 ft) from the foundation trenches |
| 26 | Plain/Reinforced Cement Concrete -M 15 in Open Fondation complete as per Drawing and Technical Specifications. |
| 27 | Class- 150 brick work in 1:4 cement and coarsesand of 2.8 fineness modulus mortar in foundation and plinth including supply of all materials labour and ltools and p;ants etc. required for proper completion of the work. |
| 28 | Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H towarddrawing force complete as per drawing and technical specification |
| 29 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick Directed by Eng-in-Charge. |
| 30 | Plain/Reinforced Cement Concrete M-30 for wall & slab etc. complete as per Drawing and Technical Specifications. |
| 31 | Supply of TMT bar for RCC work including straightening , Cutting, bending, placing in position and binding all complete work as per Directed by Eng-In-Charge. |
| 32 | Stuck pointing with cement and fine sand of 1.25 fineness modulus morter on stone work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work. |
| 33 | Filling Granular Material (22.4-53mm) Shankergarh as filler material between roadcrust and abutment as per direction of Engg-in-charge. |
| 34 | R.C.C. Minor Bridge Excavation in foundation in in black cotton soil requring the use of special tools and plant such as pickaxes / sabbals etc. including lift up to 1.5m and lead up to 30m (100 ft) and including filling. Watering and ramming of excavated earth in to the trenches or in to the space between the structure and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer– in–charge up to distance of 30.00 m (100 ft) from the foundation trenches |
| 35 | Plain/Reinforced Cement Concrete -M 15 in Open Fondation complete as per Drawing and Technical Specifications. |
| 36 | Class- 150 brick work in 1:4 cement and coarsesand of 2.8 fineness modulus mortar in foundation and plinth including supply of all materials labour and ltools and p;ants etc. required for proper completion of the work. |
| 37 | Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H towarddrawing force complete as per drawing and technical specification |
| 38 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick Directed by Eng-in-Charge. |
| 39 | Plain/Reinforced Cement Concrete M-30 for wall & slab etc. complete as per Drawing and Technical Specifications. |
| 40 | Supply of TMT bar for RCC work including straightening , Cutting, bending, placing in position and binding all complete work as per Directed by Eng-In-Charge. |
| 41 | Stuck pointing with cement and fine sand of 1.25 fineness modulus morter on stone work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work. |
| 42 | Filling Granular Material (22.4-53mm) Shankargarh as filler material between roadcrust and abutment as per direction of Engg.-in-charge |
| 43 | Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. |
| 44 | 05 year Maintenance cost 02 Year Maintenance cost @ 0.25% on construction cost |
| 45 | 05 year Maintenance cost 03 Year Maintenance cost @ 0.50% on construction cost |
| 46 | 05 year Maintenance cost 04 Year Maintenance cost @0.75% on construction cost |
| 47 | 05 year Maintenance cost 05 Year Maintenance cost @ 1.00% on construction cost Please Enable Macros to View BoQ information |
