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| 1 | Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300.2per Technical Specification Clause 301.5 |
| 2 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 |
| 3 | Construction of granular sub-base (grading-1) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401 |
| 4 | Providing,laying, spreading and compacting graded stone aggregate to wet mix mcacdam specified including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 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 Technical Specification Clause 502 |
| 6 | Providing and laying dence graded bituminous macadam with 40-60 TPH hot mix plant producing an average output of 25 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder@ 4.0 to 4.5% by weight of total mix and filler, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 507 complete in all respects. |
| 7 | Providing and applying tack coat with V.G.-10 Bitumen usingdistributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 8 | Providing and laying bituminous concrete with 40-60 TPH batch type hot mix plant producing an average output of 25 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6percentof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. |
| 9 | C/o hume pipe culvert Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5m. (5fts.) and lead upto 30m. (100fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30m. (100 fts.) from the foundation trenches. As per SI No. 251 |
| 10 | Providing and laying Cement concrete 1:4:8 (1 cement : 4 fine sand: 8 graded brick aggregate 40 mm. nominal size) including supply of all materials, labour and T & P etc.required for proper completionof the workand curing complete, also including cost of formwork in foundation and floors. as per SI No. 281 |
| 11 | Providing and laying dry brick ballast (O.B.B.) under and half round of the pipe including cost of all materials T&P etc complete. |
| 12 | First Class brick work in 1 : 4 cement and course sand in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. As per SI no 305(b) |
| 13 | Supply & laying of 600mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar. |
| 14 | Stuck pointing in 1:2 cement and fine sand mortar on brick work including supply of all materials, labour and T and P etc Requuired for proper completion of work as per S.I No. 574. |
| 15 | Colour washing one coat, using approved colouring materials of buff, blue, grey or brown shade, including supply of all materials, labour and T&P etc. required for proper completion of the work. (Two Coat) |
| 16 | Providing and laying of KM Stone of standard design as per IRC-8 fixing in position including painting of KM stone with 2 coats of approved synthetic enamel paint and letteringas per PWD maintenance manual including cost of KM Stone, transpotation to site and all materials, labour T&P etc. required proper complete of work. |
| 17 | Providing and laying of Hecto Meter Stone of standard design as per IRC-8 fixing in position including painting of Hecto Meter Stone stone with 2 coats of approved synthetic enamel paint and letteringas per PWD maintenance manual including cost of Hecto Meter Stone Stone, transpotation to site and all materials, labour T&P etc. required proper complete of work. |
| 18 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including retroreflactive glass beads@ 250 gms per sqm area thickness of 2.5 mm is exlusive of suface applied glass beads as perIRC:35 the finished surface to be level uniform and free form streak and holes |
| 19 | Direction of place indentification sign with size more than 0.90 sqm size board providing and erecting direction place identification reflactoirised sign as per IRC 67 made high intensity grade shieeting wide clause 801.3 fixing over aluminium sheeting2mm thick area exceeding 0.9 sqm supported on a mild steel angle iron post 75mm |
| 20 | Supply Providing and fixing Singn board |
