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| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 2 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification NO 304 |
| 3 | Plain/Reinforced Cement Concrete complete as per Drawing and Technical Specifications.21.03(PCC Grade M15 using batching plant & Concrete pump) |
| 4 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.1300&2200 |
| 5 | Flexible Apron-Construction of flexible apron 1 m thick comprising of loose stone boulder weighing not less than 40 kg beyond curtain wall. |
| 6 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 12.08 ( M-30 RCC in super-structure as per drawing and technical specification.) |
| 7 | Providing and laying cement concrete wearing course M 35 including reinforcement complete as per drawing and technical specifications clauses 12.09 |
| 8 | Providing weep holes in brick masonry/ Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1:20 (V:H) towards drawing force. Complete as per drawing and technical specifcations. |
| 9 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 10 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 11 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 12 | Rainforced cement concrete M 30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications clauses12.08 |
| 13 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, compacting to meet requirement of the table 300-2 i/c royalty. |
| 14 | Construction of granular sub base by providing well graded material spreading in uniform layer with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel rollar to achieve the desired density,complete as per Technical Specification clause 401. |
| 15 | Providing, laying, spreading and compacting stone aggregates of specific sizes (45-63 mm) 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 requisite type of screening / binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density . WBM Grading-II as per Technical Spcification clause 405. |
| 16 | Providing,laying,spreading and compacting stone aggregates of specific sizes (22.4-53 mm) to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with smooth wheeI roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density. WBM Grading-III as per Technical Spcification clause 405. |
| 17 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70-1.00 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 18 | Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503/5.2(As per MORD). |
| 19 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen @1.46 kg/sqm to required line,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with three wheel 80-100 kN static rollar capacity finished to required level and grades to be followed by seal coat of Type-C as per Technical Specification Clause 508. |
| 20 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type-C with bitumen binder @ 0.65 kg/sqm including cost of bitumen as per Technical Specification Clause 510. |
| 21 | Construction of un-reinforced, dowel jointed, at expansion and construction joints only plain cement concrete pavement thicknees as per deigns over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30( Guide) coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side fromwork (steel channel) laying fixing of 125 micron thick polythene firm wedge steel plate including leveling the fromwork as per drawing uploading the concrete with shovels rakes compacted using needle screed and polate vibrators and finished in sonnotous operation including provision of contraction and expention construction joints applying debonding strip primer scalant dowel bar near approaches to bridge /culvert and construction joints admixtures as approved curing compound (where specified) and water finishing to liner and grade as per drawing and technical specification clause 1501 |
| 22 | 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. 303.1 |
| 23 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 24 | Supply and fixing of Pavement Maker (Cat Eye) Type X-ASTMD-4956-04 Avery Dimension/3-M (USAmake)consisting ASAplastic housing fitted with tightly adherent ploting compoung The housing shell contain prismatic two glass covered prismatic reflective face to reflect incldent lightI/C all taxes. |
| 25 | Supply and installation of delinators (Roadway indicators, hazard markers, obejct marker) 80-100 cm. high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100 mm rectangular or 75mm dia circular reflectorised panel at the top buried or pressed into the ground and confirming to IRC:79 and the drawings. |
| 26 | Providing and Laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250 gms per sqm area. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level unifrom and and free from steaks and holes. composition of thermoplastic material shall be as per MORTH specification clause 8.13(803)& SOR traffic signage SL No.1 including cost of all material,labour T&P etc complete as per direction of Engineer in charge. Please Enable Macros to View BoQ information |
