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| 1 | MINOR BRIDGE OF SINGLE CELL BOX CULVERT 6M SPANDIVERSION WORKConstruction of Embankment with approved material obtain from Borrow pits with all lift and lead, transporting to site ,spreding grading to required slope and compacting to meet requirement of Table-300-2 (from 1 Km. distance) (Excluding G.S.T.) |
| 2 | G.S.B.Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete. (Excluding G.S.T.) |
| 3 | Minor Bridge workDismantling Brick work.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per MoRTH specification No. 202 (Excluding G.S.T.) |
| 4 | Earth work in excavation in foundation of structures as per drawing and technical specification including setting out construction of shoring and bressing of sides and bottom, back filling the and excavated earth to the extent required utilising the remaining earth locally for brigde work. As per MoRTH specification No. 304 (Excluding G.S.T.) |
| 5 | GSBConstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted 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. (Excluding G.S.T.) |
| 6 | Construction of subgrade and earthen shoulders :-Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 (from 1 Km. distance). (Excluding G.S.T.) |
| 7 | PCC 1 : 3 : 6Plain cement concrete 1 : 3 : 6 nomional mix in foundation with crushed stone aggregate 40 mm nomional size mechnically mix placed in foundation and compacted by vibrator including curring for 14 days as per MoRTH Specification no. 12.4 (2100) (Excluding G.S.T.) |
| 8 | RCC Grade M-30 (Slab) (Case -1) Reinforced cement concrete (M-30) cement, coarse sand, and 20 mm gauge Dalla grit complete as per drawing and technical for MoRTH Specification no 14.1 C (1500, 1600 & 1700) (Excluding G.S.T.) |
| 9 | Wearing coat (M-35)Providng and laying cement concrete wearing coat M 35 grade including reinforcement complete as per drawing and technical specifications No 14.04 (2702) (Excluding G.S.T.) |
| 10 | HYSD BarSupplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications No. 14.2 (1600) (Excluding G.S.T.) |
| 11 | Weep Holes 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 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Excluding G.S.T.) |
| 12 | Boulder Apron (Laid dry)Provinding and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg. each complete as per drawing and technical specifications No.16.1 (2503) (Excluding G.S.T.) |
| 13 | Filter Media Providing and laying of filter media with granular materials / Brick bats 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 specifications No. 710.1.4 of IRC 78 and 2504.2 (Excluding G.S.T.) |
| 14 | APPROACH ROADConstruction of Embankment with approved material obtain from Borrow pits with all lift and lead, transporting to site ,spreding grading to required slope and compacting to meet requirement of Table-300-2 (from 1 Km. distance) (Excluding G.S.T.) |
| 15 | G.S.B.Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete. (Excluding G.S.T.) |
| 16 | WBM Grading 2 (Inter Coat) by manual means Providing, laying, spreading and compacting stone aggregates of specific sizes 63mm to 45mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading-2 as per Technical Specification Clause 405. (Excluding G.S.T.) |
| 17 | WBM Grading 3 (Top Coat) by manual means Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm 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 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405. (Excluding G.S.T.) |
| 18 | 7cm wide brick edging on both side of road with first class M-150 bricks laid on edge with mud mortar including labour and supply of brick finished to required tamplate and proper alingment and including dressing ramming the excavated earth as directed by E/I S.I. No. 765 (Excluding G.S.T.) |
| 19 | Prime Coat Providing and applying primer coat with bitumen emulsion slow setting on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MoRTH specifications (Excluding G.S.T.) |
| 20 | Tack Coat.Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503. (Excluding G.S.T.) |
| 21 | Open graded Premix CarpetProviding, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates either using penetration grade bitumen VG-10 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 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. (Excluding G.S.T.) |
| 22 | Seal Coat (Type-C)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.(Excluding G.S.T.) |
| 23 | Construction of subgrade and earthen shoulders :-Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 (from 1 Km. distance) (Excluding G.S.T.) Please Enable Macros to View BoQ information |
