|
| 1 | Construction Of embankment with approved materials obtained from borrow pits with a lift upto 1.50M. transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 &300.2 with a lead upto 1000m. 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 rotavater at OMC, and compacting with smooth wheel roller to achieve the desired dencity, complete as per technical specification clause 401. of MORD data book |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific size 45-63mm. 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 compating to the required density Grading 2 as per Technical Specification Clause 405 of MORD data book. compacted thickness 7.50 cm. |
| 4 | Providing, laying, spreading and compacting stone aggregate of specific size 22-4-53mm 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 of MORD data book.Compacted thickness 7.50 cm. |
| 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 0.70 kg/ sqm using mechanical means as per clause 502 of MORD data book. |
| 6 | Providing and applying tack coat with bitumen (V.G.10) using pressure distributor at the rate of 0.35kg per sqm on the prepared granular surface treated with primer & cleaned with machanical broom as per 503 of MORD data book |
| 7 | Providing, laying and rolling of open graded premix carpet of 20 mm thickness over a tack coat with approved grit 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen (V.G.-10) to required line, grade and level to serve as wearing coarse 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 grates to be followed by seal coat of either Type C as per Technical Specification Clause 508. |
| 8 | Providing and laying seal coat sealing the voids in a bitumenus surface laid to the specified levels grade and cross fall using Seal coat (Type \\"C\\") with approved 6-7mm. Graded grit and bitumen (V.G.-10) as per Technical Specification Clause 510. |
| 9 | Brick edging on both side of the S.O.B. brick 8 cm (3\\") wide and 12 cm (4 1/2) deep laid with mud mortor all labour finished to the required templet and in all proper allignment and also including dressing and ramming the excavated earth including cost of all material and labour T&P etc. required for proper completion of the work as per PWD detailed specification no. 20.15 |
| 10 | Construction of plain cement concrete pavement thickness 15 cm, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade) coarse sand fine aggregatges conforming to IS.383. maximum size of coarse aggregate not exceeding 25mm. mixed in a concrete mixer of not less than 0.1 cum. capacity and appropriate weigh batcher using approved mxi design. laid in approved fixed side formwork & 125 micron thickness polythene film including levelling the formwork as per drawing, spreading the concrete with sholvels rakes compacted using meedle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion curing of concrete slabs for 14 days curing compound and water finishing to lines and grade as per drawing and Technical specififcation clause 1501 |
| 11 | Constn. Of patri both side of road with approved materials 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 30m. As per Technical specification clause 303.1 |
| 12 | Excavation in foundation in ordinary soil including lift upto 1.5M. and lead upto 30M. including watering ramming and dressing etc. and disposal of surplus earth as direction by E/I. upto a distance of 30M. from the foundation trenches complete in all respect. |
| 13 | Providing concrete for plain/reinforced concrete in opening foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203 |
| 14 | Supply of 600mm. Dia pipe. |
| 15 | Laying of 600mm. Dia pipe. |
| 16 | Brick masonary work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600, 1202 & 1203 |
| 17 | Struck cement pointing in 1:3 cement fine sand mortar including supply of all materials labour tools and plants etc. required for proper completion of the work.(Flus Pointing) |
| 18 | 12 mm thick Plaster with Cement mortor in proportion of 1:2 cement and Coarse sand . |
| 19 | Painting Roofs or others work in one coat coat of ready mixed paint primer one coat coat of appproved paint(british ,Antisol) including supply of all materials laboure tools and plantsetx required for proper complition of the work As per direction of E/I. SI N0 04 |
| 20 | Providing and laying cement concrete in 1:2:4 cement coarse sand and 20 mm nominal size of grit . |
| 21 | Colour washing one coat using approved colouring materials of buff,blue,gray or broun shade including supply of all materials labour tools and plants etc. required for proper completion of the work. |
| 22 | Constn. Of subgrade and earthen shoulders with approved materials 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 1000m. As per Deduct Excavation Quantity |
| 23 | Supply of MS Iron reflective sign board as per drawing approved by ENC |
| 24 | Supply and fixing of KM & HM Please Enable Macros to View BoQ information |
