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| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 2 | Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements as per Technical Specification Clause 303.1 |
| 3 | 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 wheeled roller to achieve the desired density as per clause 401(GSB Grade I) |
| 4 | WBM G-2Providing and laying in width 3.75m and compacted thickness 7.50cm spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 dencity grading -2. This work includes cost of all materials, labour, and hire charges of road roller, machinery, T&P etc complete. Complete work as per Technical Speicification Clause 405 (2) and as per direction of E/I. |
| 5 | WBM G-3Providing, laying, spreading and compacting stone aggregates of specific sizes (53-22.4 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, 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. |
| 6 | Brick edging on both side of road with first class brick 8 cm. (3'') wide 12cm. (4.50'') deep laid with mud mortar including all materials, labour,T&P etc.complete. complete as per PWD detailed specification No.-20.15 as per SOR No-765 |
| 7 | Providing and applying Primer coat with bitumen emulsion (SS1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.85 kg / sqm using mechanical means. Complete work as per technical specification clause 502 of MORD |
| 8 | Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.30kg per sqm on the prepaired bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503 MORD |
| 9 | Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen (VG-10) to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant (HMP 30/40 t per hour), laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat as per MORD Techincal Specification clause 508. |
| 10 | Providing and laying seal coat by mechanical means with VG-10 grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Techincal Specification clause 510 |
| 11 | 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) |
| 12 | 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 200 m stone (precast) |
| 13 | Construction of 4 mtr. RCC Box Culvert (7.50 m) Excavationof Foundation in odinary soil including lift 1.5 cm lead 3 cm removal and disposal of surphid earth as directed by E/L As per SI No. 251 |
| 14 | Cement Concrete with 40 mm Gauge approved stone Ballast, approved coarse sand and cement in proportion 6:3:1 in including supply of all materils labour and tools plants etc. required for proper complition for the work.. As per SI NO. 280 |
| 15 | Class M 150 sub class ''A'' Brick in 1:3 with cement and coarse sand in foundation upto bed level required for proper completion of work. As per SI. NO. 307 |
| 16 | Class M 150 sub class ''A'' Brick in 1:4 with cement and coarse sand in foundation upto bed level required for proper completion of work. As per SI. NO. 305B |
| 17 | Providing and laying filter media with granular crushed aggregates (63-45 mm size st. ballast)as per specification to a thickness of not less than 600 mm / 300 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing |
| 18 | Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. R.C.C grade M-20 (nominal mix) |
| 19 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. R.C.C grade M-25 (nominal mix) |
| 20 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 21 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing |
| 22 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 23 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 using Cement concrete blocks of size as per Table 1300.2 cast in cement concrete of grade M 15 |
| 24 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (40 mm Brick Ballast) |
| 25 | Backfilling behind abutment, wing wall and return wall using 40 mm brick ballast complete as per drawings & technical specification Clause 1204.3.8 |
| 26 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 |
| 27 | Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2 |
| 28 | Laying brick soling layer with old bricks on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolling the same with three wheeled road roller 80-100 kN as per clause 412 (No material considered since old bricks are taken) |
| 29 | Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification |
| 30 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 |
| 31 | Boring holes to be used for dewatering |
| 32 | Dewatering |
| 33 | S/F Inaugration black granite (Polished)20mm thick stone size 0.90x0.60 m including lettering, printing, border ect. Will be painted of superior quality is required shade and colour including excavation of foundation (1.50x0.50x0.90m),P.C.C. 1:4:8(1.50x0.50x0.12m), brick work 1:4 with cement fine sand in foundation (1.36x0.345x1.20m) ,12mm thick plaster 1:4 with cement fine sand and finishing walls with water profing white cement paint of approved make and quality such as super snowcem paint etc. all complete. Please Enable Macros to View BoQ information |
