Tender For The Construction Of A Black-Top Road From The Bridge Near Kheg Her (Chandrapal-Sahab Singh) To The Bunta Distributary, Spanning The Area From The Drain Bridge In Gram Khedha Gadhai, Thanabhawan Development Block.
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Project Description
Tender For The Construction Of A Black-Top Road From The Bridge Near Kheg Her (Chandrapal-Sahab Singh) To The Bunta Distributary, Spanning The Area From The Drain Bridge In Gram Khedha Gadhai, Thanabhawan Development Block.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in cutting or in embankment in ordinary soll, excavation to be in the form of regular pits not exceeding 1/2 metre (20\\") in depth and earth work in embankment to be in 20 cm.(8\\") layers Including ramming & dressing in ic all tis per 51-253(s) + Including mechanically compected as per SI No-260a |
| 2 | (1) Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift up to 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 up to 1000 m as per Technical Specification Clause 301.5 |
| 3 | Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 1:4:8 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. As per S.I. No. 281 |
| 4 | Brick masonry work in cement mortar in 1:4 substructure complete excepting pointing and plastering, as per drawing in foundation up to plinth and technical specification Clauses 602, 603, 604, 1202 & 1204 And (mord No. 600)Cem,ent coarsesand |
| 5 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 And (mord No. 600)Cement coarse sand |
| 6 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings in 1:2:4 and technical specifications Clause 802, 803, 1202 & 1203 And (mord No. 800 & 1200)M-20 |
| 7 | Scraping old painted surface including disposal of all scraped material to a distance of 30 meters (100 ft.) as directed by Enginer-in-charge. For small area for big area as per MORTH or MORD (s.i. no.-772) |
| 8 | Construction of Granular Sub Base by providing Well graded material, spreading In uniform layers with Motor grader/Tractor mounted appropriate equipment on prepared surface, mbing 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 Clouse 401Mechanical mean |
| 9 | Providing, laying, spreading and compacting Stone aggregates of specific sizes to Water Bound Macadarn (WBM-G-II) specification inol spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stage to proper grade and camber, applying and brooming, crushable screening to fill \up the interstices of coarse aggregate, watering and compacting tothe required density Grading 2 as per Technical Specification Clause 405Mechancial mean |
| 10 | Providing,laying spreading and compacting stone aggregates of specific size to water Bound Macadam(WBM-GIII) specification incl spreading in uniform thickness hand , packing, rolling with three wheel 80-100kn static roller in stage proper grade and cambering and applying and grooming, crushable screening to fill up the interstics of coarse aggregate watering and compact the required density Grading 3 as per Technical Specification Clause 405 Mechanical mean |
| 11 | 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 10.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 12 | Providing and applying tack coat with Bitumen VG-10 Grade (Bulk) the rate of 0.20 to 0.25 kg per sqm on the prepared oranular surfacer bisted with primer/bitumenours surface as per Technical Specification Clause 503. |
| 13 | Providing, Laying and Rolling of open graded Premix Carpet of 20 mm thickness composed of 13.2 mm to 6.6 mm aggregates using VG-10 to requined line grade and level to serve wearing course on a previously prepared base Including mixing in a suitable plant, laying and rolling with a the wheel 80-100 kN Stalic roller capacity, finished to required level and grades, as per |
| 14 | Providing and laying seal coat sealing the voids in a biluminous surface laid to the specified levels, grade and cress fall using Type C as per Technical Specification Clause 510 Case III Type C with Bitumen VG-10 grade (bulk) |
| 15 | Providing and Laying 450 mm dia NP-3 Type R.C.C Hume Pipe As per S.I.No-(11+10) |
| 16 | Brick lining on both side of the road of M-150 bricks 7 om. wide. 11 cm. deep, laid with mud mortar Including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge.as per chepter-4 S.No.-4 |
| 17 | Providing & laying of het applied thermoplastic compound 2.5 mm. thick including reflectorising glass beads 250 gms./Sq.mt. area. Thickness of 2.5 mm. inchusive of surface applied glass beads as per I.R.C. 2.35. The finished surface must be level, uniform and free from steaks and holes. Supplying & laying of Empty cement bags as per sechdule chepter-20 New item -7 |
| 18 | Supply and fixing of a sign board including necessary supply of all materials, labour, Tools & plants etc. required for proper completion of the work As Per S.E. (R.E.D.). Saharanpur Sanction Please Enable Macros to View BoQ information |
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