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| 1 | Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 (15.12 iii) |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling in trenches with excavated suitable material. SI-12.1 |
| 3 | Construction of embankment with approved material Obtained from Borrow Pits with a lift Upto 1.5m,trasporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 Mtr. as per Technical Specification Clause 301.5 |
| 4 | Providing and laying cement concrete in 1:6:12(1cement : 6Coarsesand:12graded stone aggregate 40mm nominal size) including supplyof all materials, labour and T&Petc. required for completion of work and curing complete, including cost of form work. In Foundation and floors. SI-1 CH-5 PWD SOR Mainpuri |
| 5 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor mount grader on prepared surface, mixing by mix in place method with Tractor mount with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam-2specification 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-2 as per Technical Specification Clause 405. |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes 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. |
| 8 | Brick edging on both side of road with first class brick 8 cm. (3\\") wide 12 cm. (4.50\\") deep laid with mud mortor including all materials, labour, T & P etc. complete. As per PWD SOR SI. No. 765 On Edges |
| 9 | Providing and applying Prime Coat (Low porosity) with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 Sr. No. 5.1 MORD 502 (Qty.Same As WBM-3) (Ch.5.1( i )) |
| 10 | Providing and applying Tack Coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.Sr. No. 5.2 (ii) MORD 503 (Ch.5.2( ii )) |
| 11 | Providing laying and rolling of Open-graded premix surfacing of 20 mm compacted thickness composed of 13.20 mm to 11.20 mm sizes of aggregates mix Ratio 2:1 either using pnetration grade bitumen or emulsion to the 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 a three smooth wheeled roller 80-100 KN capacity, and finishing to required level as per Technical Specification clause 508. |
| 12 | Providing laying and Seal coat sealing the voids in a bitumenous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification clause 510. |
| 13 | PCC 1:4:8 nominal mix in foundation with crushed sand stone 40mm nominal sise mechanically mixed, placed in foundation and compacted by vibration including curing .as per SI No 2. Ch5 |
| 14 | M-150 Class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc required for proper completion of work as per direction of E/I. S.I. No.5 Ch6 |
| 15 | Plain Cement Concrete (PCC grade M15) in open foundation complete as per drawing and Technical Specifications.Clause 1500, 1700 & 2100 .MORT&H SI No 12.08 A CASE-II Ch6 |
| 16 | 12 mm thick cement plaster in 1:3 cement and coarse sand mortar including all charges etc. as S.I. No. 20 Ch 6 |
| 17 | Reinforced Cement Concrete (M20) in su structure complete as per drawing and Technical Specifications.Clause 1500, 1700 & 2100 .MORT&H SI No 13.05E Ch6 |
| 18 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 Steel 1% of RCC |
| 19 | Suppling and laying of Precast Concrete Blocks (Interlocking Tiles) for paving of thickness 80mm Rubber Moulded Grey (Compressive strength not less than 30Mpa as specified in IS: 15658) including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS 15658:2006 SI 17 ch 5 |
| 20 | Laying NP3 pipe RCC for culvert (600mm dia) on first class in single raw including fixing socket with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets Clause 2900.SI No 10 ch 5 |
| 21 | Providing & Fixing Kilo Metre Stone withR.C.C. M15 grade 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) |
| 22 | Providing & Fixing Hecto Metre(200 M)Stone withR.C.C. M15 grade of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. 200m Stone (Precast) |
| 23 | Road Safety -Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectrorising glass beeds @ 250gms per sqm. Area, thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finish surface to be lavel, uniform and free from streaks and holes. composition of thermoplastic meterial shall be as per table 800-3 of clause 803 of MORTH including cost of all meterial, labour, T&P etc. require for proper completion of work as direction by engineer-in-charge. (Morth-803, 8.13) SI-02 CH-8 |
| 24 | Supply and fixing of Sign board at site including Painting, Writing etc. complete. Please Enable Macros to View BoQ information |
