|
| 1 | Dismentalling brick work or stone work in lime or cement mortar and including stacking of material as directed by E/I within a distance of 60 meter (200Feet) as per S.I. No. 692 |
| 2 | Dismantling reinforced cement concrete or reinforced brick work, including stacking of dismantled materials as directed by the Engineer-in-Charge with in a distance of 60 metres ¼200 ft.) |
| 3 | For Dewatering during Construction by 10 HP Dewatering pump. |
| 4 | 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. As per MoRT&H Specification. S.I. No.-12.1 & Clause 304 |
| 5 | Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-15) A-40 |
| 6 | Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-15) A-20 |
| 7 | Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-25) |
| 8 | Plain/reinforced cement concrete in sub structure concrete as per drawing and technical specification. As per MoRT&H S.I. No.-13.5 (F) & Clause 1500,1700 & 2200 (M-25) |
| 9 | Providing concrete for plain/reinforced concrete complete in super structure as per drawing and technical specification. As per MoRT&H S.I. No.-14.1 (B) & Clause 1500,1600 & 1700 (M-25) |
| 10 | Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawing & technical specifications. As per MoRT&H S.I. No.-12.4 & Clause 1600 |
| 11 | Supplying, fitting & placing HYSD bar reinforcement in sub structure complete as per drawing & technical specifications. As per MoRT&H S.I. No.-13.6 & Clause 1600 & 2200 |
| 12 | Supplying, fitting & placing HYSD bar reinforcement in superstructure complete as per drawing & technical specifications. As per MoRT&H S.I. No.-14.2 & Clause 1600 |
| 13 | Providing and Laying cement concrete wearing coat M-30 Grade including reinforcement complete. as per drawing and technical specification. As per MoRT&H S.I. No.-14.4 & Clause 2702 |
| 14 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 15 | Providing Weapholes in brick masonry/ stone masonry ,plain/ Reinforced abutment, wing wall , returning wall with 100 mm dia AC pipe extending through the full width of the Sturcture with slope of 1(v):2(H) towards drawing face Complete as per drawing and technical Specification Clause 614,709,1204.3.7 |
| 16 | Providing & Laying of asphaltic plug joint to provide for horizontal movement complete As per MORD specification |
| 17 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 18 | Provinding 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 MoRT&H S.I. No.-15.4 & Clause 2504 |
| 19 | 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. |
| 20 | 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 |
| 21 | Relaying of. Construction of granular sub-base grading-I 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 |
| 22 | WMM 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. |
| 23 | Providing and applying primer coat with SS-2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. |
| 24 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for D.B.M. |
| 25 | DBM 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 . |
| 26 | BC 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 |
| 27 | Construction of subgrade and earthen shoulders 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. |
| 28 | 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. |
| 29 | Construction of granular sub-base grading-I 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. |
| 30 | Supply of hume pipe with coller (900 mm dia) |
| 31 | Laying of hume pipe and fixing with coller in 1:2 cement and fine sand mortar complete job. |
| 32 | Informatory / Cautionary Sign Board Please Enable Macros to View BoQ information |
