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| 1 | 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. |
| 2 | 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 |
| 3 | Plain Cement Concrete Grade M15 in Open Foundation complete as per Drawing and Technical Specifications. |
| 4 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 5 | 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 |
| 6 | RCC Grade M30 using batching plant transit mixer & manual placing RCC work in Grade M 30 in Open Foundation & Sub Structure with cement approved coarse sand & two cm gauge well graded grit including necessary shuttering placing & binding of reinforcement |
| 7 | 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 |
| 8 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.As per Reference to MORT&H Specification2702 SN. 14.40 Rates are including all labour, material, T&P, taxes & labo |
| 9 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. As per Reference to MORT&H Specification 710.1.4.of IRC:78 & 2200 SN.13.90 Rates are including all labour, material, T&P, taxes & labour cess b |
| 10 | 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 |
| 11 | 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. |
| 12 | 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 |
| 13 | 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 |
| 14 | 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 |
| 15 | Brick soling with strainght over burnt bricks laid flat and dry with brick edging on both sides including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth of P.I. 5 to 7, spreading blinding coat 1 cm (3/8\\") depth of local earth over the entire surface and including supply of all materials, labour Tools & Plants etc. required for proper completion of the work. |
| 16 | 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 |
| 17 | Cement concrete with 4 cm gauge approved stone ballast approved coarse sand cement in the proportion of 8:4:1 including supply of all material T&P etc. required for proper completion of work. |
| 18 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 19 | 12 mm thick plaster with cement and approved coarse sand in 1:3 over brick work minimum thickness not to be less than 3/8\\" (10 mm) thick including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 20 | Cement concrete with 2 cm. (gauge approved stone, ballast, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.279A |
| 21 | 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 |
| 22 | 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.. |
| 23 | 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. |
| 24 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. |
| 25 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A)By Manual Means |
| 26 | Providing and applying primer coat of Low Porosity with Bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70 Kg/Sqm using mechanical means as per Technical Specification Clause 502. |
| 27 | Providing and applying tack coat with VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer/Bituminous surface as per Technical Specification Clause 503. |
| 28 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 to required line, grade and level to serve as wearing course on a previously prepared base by manual means, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 508 (By Manual Means) |
| 29 | Providing and laying Type \\"C\\" seal coat by manual means with VG-10 sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall as per Technical Specification Clause 510 ( By Manual Means) |
| 30 | Construction of subgrade and earthen shoulders with apprved material obtained from borrows pits with all fifts 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 Please Enable Macros to View BoQ information |
