|
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials tobe used or auctioned, upto alead of 1000m including removal & disposal of top origanic soil not exceeded 150mm in thickness.as per pwd SI No -259 |
| 2 | Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Pwd sor SI No-253 |
| 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement etc. as per Pwd Sor SI NO-253 |
| 4 | 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. |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes 63-45mm 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. G-II |
| 6 | Brick edging on both side of the road with first class bricks 8cm wide & 12cm deep laid with mud mortar all labour finished to the required template & in proper allgnment & also including dressing & ramming the excavated earth including labour T& P sudries required for proper completion of work with material. as per SI No-765 |
| 7 | Providing laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm gauge to water bound macadam specification including spreading in uniform thichness hand packing, rolling with smooth wheel roller 80-100 KN static roller in stages to proper grade & camber applying and brooming stone screening binding material to fill up the intertices of the coarse aggregates watering and compacting to the required density grading-3 as per technical specification class 405. WBM GR-III |
| 8 | Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 - 1.0 kg./sqm using mechanical means as per Technical Specification Clause 502 |
| 9 | Providing and applying Tack coat with Bitumen Emulsion RS -1 Using bitumem distributars at the rate of 0.25 to .30Kg per Sqm of the prepared bituminous furface cleaned with Hydraulic broom as per Technical Specification clause 503. |
| 10 | Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm nominal size to 11.2 mm nominal size aggregates using S-90 grade bitumen of required line grade and level to serve as wearing course on a previously prepared base, includinjg mixing in 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 Type C as per Technical Specification Clause 508 |
| 11 | P/L of hot applied thermo plastic compound 2.5 mm thick including reflecto rising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass breads as per IRC 35.The finished surface to be level uniform & free from streaks and hole. LKO SOR 8.13 |
| 12 | Providing and laying seal coat 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 |
| 13 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Ordinary Kilometer Stone (Precast) |
| 14 | Providing and fixing of typical informatory sign board etc.as per sanctioned Rate SERED LKO. |
| 15 | Providing and fixing of typical inaugration stone etc.as per sanctioned Rate SERED LKO. Please Enable Macros to View BoQ information |
