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| 1 | Construction of Embankment and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Ref.M 305 ,table No. 300-2 (including cost of all material Labour, T&P etc. but excluding GST) |
| 2 | Excavation in Soil with Dozer with lead upto 1000 metres Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Ref.M 301 (including cost of all material Labour, T&P etc. but excluding GST) |
| 3 | Extra Cost for Earth Work in embakment Mechanically compacted to 95% proctor density In ordinary soil, excavation to be done form of regular pits not exceeding 0.5mtr in depth and work in embankment to be in 20cm layer including ramming and dressing pulverization surfacing including Supply of Labour, T&P, Roller and water sprinkler etc. SOR Ch-4 SI No. 253(A) (including cost of all material Labour, T&P etc. but excluding GST) |
| 4 | Construction of Embankment and Earthen Shoulders. Construction of Embankment and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Ref.M 305 ,table No. 300-2 but carted earth from a distance of 3 KM. (including cost of all material Labour, T&P etc. but excluding GST) |
| 5 | Scarifying the existing bitumenous surface to Required depth and as per MORT&H Specification. SL. No. 3.15 (305.4.3) (including cost of all material Labour, T&P etc. but excluding GST) |
| 6 | Granular Sub-Base with Graded Material (Table:- 400-1) 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (B) By Mix in Place Method (including cost of all material Labour, T&P etc. but excluding GST) |
| 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 with uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density (Plant Mix Method) Laying Using Mechanical Paver Ref.M 4.14 (406 )(A) (including cost of all material Labour, T&P etc. but excluding GST) |
| 8 | 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. (including cost of all material as per Morth SR No-5.01 (502 A) Labour, T&P etc. but excluding GST) |
| 9 | Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion (VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per Morth SI No. 5.02(503) (I) (including cost of all material Labour, T&P etc. but excluding GST) |
| 10 | Providing and laying dense graded bituminous macadam grading-2 with higher capacity TPH hot mix plant 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 (B) complete in all respects. (including cost of all material Labour, T&P etc. but excluding GST) |
| 11 | Bituminous Concrete Grading 2 Providing and laying bituminous concrete with higher capacity TPH hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent 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 (B) complete in all respects (GR-II) (including cost of all material Labour, T&P etc. but excluding GST) |
| 12 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with Approve grade cement as per mix design, 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 M-40 grade concrete, 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. as per MORT&H Specification. SL. No. 6.2 (602) (including cost of all material Labour, T&P etc. but excluding GST) |
| 13 | 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. as per SOR Ch- N0. 4 (251) (including cost of all material Labour, T&P etc. but excluding GST) |
| 14 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors.as per SOR Ch- N0. 5 (4.1) (including cost of all material Labour, T&P etc. but excluding GST) |
| 15 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as per SOR Ch- N0. 5 (5.2) i) (including cost of all material Labour, T&P etc. but excluding GST) |
| 16 | Mild steel or iron work in plain work such as reinforced concrete………..and authorized over lapping shall be measured upto floor to level. (including cost of all material Labour, T&P etc. but excluding GST) |
| 17 | Class-150 (Non Modular)brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work. Ch- No. 6 SI No.4 (but excluding GST) |
| 18 | Providing and laying reinforced cement concrete pipe NP-3 1000mm dia for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapits clouse 1106. (including cost of all material Labour, T&P etc. but excluding GST) |
| 19 | Providing and laying reinforced cement concrete pipe NP-3 600mm dia for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapits clouse 1106. (including cost of all material Labour, T&P etc. but excluding GST) |
| 20 | Providing and laying reinforced cement concrete pipe NP-3 350mm dia for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapits clouse 1106. (including cost of all material Labour, T&P etc. but excluding GST) |
| 21 | Providing Ruled cement pointing in 1:3 cement, coarse sand mortar ch-13, 578 (including cost of all material Labour, T&P etc. but excluding GST) |
| 22 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification as per Morth specification 16.05 (2504) (including cost of all material Labour, T&P etc. but excluding GST) |
| 23 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. as per Morth specification 16.04 (2504) (including cost of all material Labour, T&P etc. but excluding GST) |
| 24 | Toe protection A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concert block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters. as per Morth Specification 16.07 (2505) (A) (including cost of all material Labour, T&P etc. but excluding GST) |
| 25 | Cement concrete with 2cm (1\") gauge approved stone ballast, approved coarse sand and cement in the proportion of 4:2:1 …..work. As per Shedule item no.4.1 of ch-5 (including cost of all material Labour, T&P etc. but excluding GST) Please Enable Macros to View BoQ information |
