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| 1 | Part A- Box Culvert Work Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet).As per UPPWD SOR No 692. |
| 2 | Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet).AsPer UPPWD SOR 694 |
| 3 | 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. |
| 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 |
| 5 | Plain Cement Concrete Grade M15 in Open Foundation complete as per Drawing and Technical Specifications. |
| 6 | Plain Cement Concrete Grade M20 in Open Foundation complete as per Drawing and Technical Specifications. |
| 7 | RCC Grade M20 using batching plant transit mixer & manual placing RCC work in Grade M 20 in Open Foundation & Sub Structure with cement approved coarse sand & two cm gauge well graded grit including necessary shuttering placing & binding of reinforcement |
| 8 | RCC Grade M30 using batching plant transit mixer & manual placing RCC work in Grade M 20 in Open Foundation & Sub Structure with cement approved coarse sand & two cm gauge well graded grit including necessary shuttering placing & binding of reinforcement |
| 9 | Supplying, fitting and placing Mild steel reinforcement complete in sub-structure and Foundation as per drawing and Technical Specification Section As per Reference to MORT&H Specification1600 & 2200 SN. 12.41 Rates are including all labour, material |
| 10 | Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. |
| 11 | Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. |
| 12 | Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in Table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516. |
| 13 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 14 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification |
| 15 | 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 towards drawing foce. Complete as per drawing and Technical |
| 16 | Drainage Spouts complete as per drawing and Technical specification.As per Reference to MORT&H Specification2705 SN. 14.90 Rates are including all labour, material, T&P, taxes & labour cess. |
| 17 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. As per Reference to MORT&H Specification 800 Rates |
| 18 | Part B- Diversion Work 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 |
| 19 | Empty Bag filling by SandSupply and Laying of sandy earth plastic cement bags (volume 0.035cum) including cost of earth, cost of empty bags, labour, stitching with sutely complete, laying and placing complete at the place of restoration of Embankment. |
| 20 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.05. |
| 21 | Laying brick layer on prepared sub-grade with brick on end edging according to lines. Graded and crossection shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling , watering and rolling the same with three wheel road roller 80-100 kn as per Technical Specification Clause 412. |
| 22 | Laying of 1000 mm dia NP-3 Hume pipe (S&S Type) in position including labour and T&P etc required for completion of the work |
| 23 | Part C- Protection work Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. As per Reference to MORT&H Specification 2504 SN.15.50 Rates are including all labour, material, T&P, taxes & labour cess but excludi |
| 24 | 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 Reference to MORT&H Specification2504 SN. 1540 Rates are i |
| 25 | Part D- Construction of approach road. Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.05. |
| 26 | 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 grad |
| 27 | 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 to 1.00 kg/sqm using mechanical means.As per Reference to MORT&H Specific |
| 28 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of @ 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per Reference to MORT&H Specification 503 |
| 29 | 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 complete in all respects.As per Reference to MORT&H Specification 505 SN. 5.4 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST |
| 30 | 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 complete in all respectsAs per Reference to MORT&H Specification 507 SN. 5.5 Rates are including all labour, material, T&P, taxes & labour cess but excluding GST |
| 31 | 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 compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 32 | Part E- Road Safety 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 810 |
| 33 | Providing and fixing of Retro-Reflectorised, cuationary, mandatory and informatory signs as per IRC 67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75x75x6 mm firmly fixed to the ground by means property designed foundation with M-15 grade cement concrete 45x45x60, 60 cm low ground level as per approved drawing. |
| 34 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings Please Enable Macros to View BoQ information |
