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| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 (By Manual Means) |
| 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (By Manual Means) |
| 5 | 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. |
| 6 | 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. |
| 7 | Providing and applying tack coat with VG-10 using bitumen distributor at the rate of 0.25 kg per sqm on the prepared granular surfaces treated with primer/ Bituminous surface as per Technical Specification Clause 503. |
| 8 | 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) |
| 9 | 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) |
| 10 | Supply & 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 requried for proper completion of the work as directed by Enginner- in-charge. |
| 11 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 12 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I.P.C.C grade M 10 |
| 13 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 |
| 14 | Pointing with cement mortar (1:3) on brick work in parapet as per technical specifications Clause 613.3 and 1208.4 |
| 15 | Plastering with cement mortar (1:4) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4 |
| 16 | Providing laying and fixing of 600 mm dia NP-3 Class Spigot Hume Pipe |
| 17 | Lettering and painting of culvert and parapet etc. complete. |
| 18 | Kilometre StoneReinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixed in position including painting & Printing etc. |
| 19 | Ordinary Km Stone |
| 20 | Hectometer Stone |
| 21 | Supply of Informatory sign Board Size 4*X3, Inaugration etc. |
| 22 | Ist Year Maintenance (@0% of Total Work Amount of S.No. 1 to S.No.19) |
| 23 | IInd Year Maintainance (@0.75% of Total Work Amount of S.No. 1 to S.No.19) |
| 24 | IIIrd Year Maintainance (@1.50% of Total Work Amount of S.No. 1 to S.No.19) |
| 25 | IV Year Maintainance (@2.25% of Total Work Amount of S.No. 1 to S.No.19) |
| 26 | Vth Year Maintainance (@3.00% of Total Work Amount of S.No. 1 to S.No.19) (Item No. 1 to 19) Please Enable Macros to View BoQ information |
