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| 1 | Earth work in cutting or in embankment in oridinary soil, excavation to be in the form of regular pits not exceeding 0.5 M in depth and earth work in embankment to be in 20 cm layers, including ramming and dressing the surface to required levels and slopes and also including 1.50 M lifts and 30 M lead, including its loading, unloading, carriage and all labour and T&P etc. required for proper completion of work. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by E-in-Charge. |
| 2 | 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. |
| 3 | 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 2 as per Technical Specification Clause 405. |
| 4 | 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. |
| 5 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7 to 1-0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 6 | Providing and applying tack coat with bitumen VG-10 grade using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 7 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per as per Technical Specification Clause 508. |
| 8 | Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 |
| 9 | BOE on edge dry i/c supply of all material labour and t&p etc required for proper completion of the work (SI NO 762 B) |
| 10 | Brick edging on both sides of the road of first class (M-150) Brick on edge laid with mud mortar including labour and supply of bricks finished to the required templete and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-Charge. |
| 11 | Supply and fixing 80 mm thick precast cement concrete I-shape interlocking paver block a with top layer of minimum 8mm thickness having plan dimension 200X(160+120mm) of O.P. cement, smooth high gloss finish, skid reditant. Manufactured from rubber moulds through vibro-compression machanism. The compressive strength of concrere paver block shall not be less than 30MPA (M-30) and wight 5kg per no confirming to IS; 15658- 2006 with a 4 cm thick layer of fine sand including cost of material, labour, T & P TAXES etc required for proper completion of the work as directed by Enginner-in-charge. (1) Grey Color. Chapter-23 Item No.5 |
| 12 | Excavation in foundation in ordinry soil (Loam Clay or sand) including lift upto 1.50 meter and lead upto 30 m all completion of the work (Sl No.251) Both side Danda |
| 13 | Concrete with the 4.00 cm gauge Stone ballast fine sand of 1.25 finess modulus and cement in the proporation 12:6:1 in foundation and under floor including supply and material all completion of the work (SI No.273) |
| 14 | Supply and laying 350 mm dia R.C.C. Hume Pipe MP3 with coller 2.cm supply of all material labour and T&P complete Page No.10 S.O.R. Moradabad Chapter No.1 R.C.C. Hume Pipe |
| 15 | Supplying & Fixing of retro reflective sign board with a corrosion resistant 4 mm thick aluminium composite panel (HIP type IV) as per approved design & drawing. Retro Reflective (HIP type IV) sign board warranty upto 7 years. Rate includes fabrication, supply of materials, transportation and erection of the signage structure for proper completion of work. |
| 16 | Maintenance of Bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc. restoration of rain cuts and dressing of side slop standing tree at adjacent to road wherever cutting of branches of tree, shurb and traimming of grass and weeds etc mentioned in GO No.55 12022/187/23-9-2022-02 Nabard / 2021 Dt 28.04.2022 & Enc letter No. 14 BDD-1 (NH)/40 MT-11/ 2024 Dated 03.01.2024 subjected to approval from Govt. maintence of 1st Year after completion of work @ Zero % of Total work amount of Item 1 to 10 Maintainance of first Year @ 0.00% of Total Work Amount of CC Area |
| 17 | Maintainance of Second Year @ 0.25% of Total work Amount of Interlock Area |
| 18 | Maintainance of Third Year @ 0.50% of Total work Amount of Interlock Area |
| 19 | Maintainance of Fourth Year @ 0.75% of Total work Amount of Interlock Area |
| 20 | Maintainance of Fifth Year @ 1.00% of Total work Amount of Interlock Area |
| 21 | Part-B Maintenance of Bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc. restoration of rain cuts and dressing of side slop standing tree at adjacent to road wherever cutting of branches of tree, shurb and traimming of grass and weeds etc mentioned in GO No.55 12022/187/23-9-2022-02 Nabard / 2021 Dt 28.04.2022 & Enc letter No. 14 BDD-1 (NH)/40 MT-11/ 2024 Dated 03.01.2024 subjected to approval from Govt. maintence of 1st Year after completion of work @ Zero % of Total work amount of Item 1 to 10 Maintainance of first Year @ 0.00% of Total Work Amount of PC Area |
| 22 | Maintainance of Second Year @ 1.00% of Total work Amount of PC Area |
| 23 | Maintainance of Third Year @ 1.50% of Total work Amount of PC Area |
| 24 | Maintainance of Forth Year @ 2.00% of Total work Amount of PC Area |
| 25 | Maintainance of Fifth Year @ 3.00% of Total work Amount of PC Area Please Enable Macros to View BoQ information |
