Special Repair From T-01 To Dalaviwasti Road Km. 0/000 To 2/480, Tal :- Parner, Dist :- Ahmednagar 2.Special Repair From Shirapur To Narsalewadi Road Km. 0/000 To 4/470, Tal :- Parner, Dist :- Ahmednagar 3.Special Repair From Sawargaon To Chikanezap Road
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Project Description
Special repair from T-01 to Dalaviwasti Road Km. 0/000 to 2/480, Tal :- Parner, Dist :- Ahmednagar 2.Special repair from Shirapur to Narsalewadi Road Km. 0/000 to 4/470, Tal :- Parner, Dist :- Ahmednagar 3.Special repair from Sawargaon to Chikanezap Road Km. 0/000 to 2/610, Tal :- Parner, Dist :- Ahmednagar
BOQ
| Name of Work: 1.Special repair from T-01 to Dalaviwasti Road Km. 0/000 to 2/480, Tal :- Parner, Dist :- Ahmednagar 2.Special repair from Shirapur to Narsalewadi Road Km. 0/000 to 4/470, Tal :- Parner, Dist :- Ahmednagar 3.Special repair from Sawargaon to Chikanezap Road Km. 0/000 to 2/610, Tal :- Parner, Dist :- Ahmednagar | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Special repair from T-01 to Dalaviwasti Road Km. 0/000 to 2/480, Tal :- Parner, Dist :- Ahmednagar | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | 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 of Table 300.2 with any lead as per Technical Specification Clause 303.1. | BI01010001010000000000000515BI0100001113 | 181.8 | Cubic meter |
| 3 | 2 | Construction of penetration macadam 50mm thick over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.Bitumen VG -30 | BI01010001010000000000000515BI0100001114 | 606 | Square meter |
| 4 | 3 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001115 | 3787.5 | Square meter |
| 5 | 4 | 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 or emulsion 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 either Type A as per Technical Specification Clause 508.Bitummen VG-30. | BI01010001010000000000000515BI0100001116 | 3181.5 | Square meter |
| 6 | 5 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Clause 510. Bitumen VG-30. | BI01010001010000000000000515BI0100001117 | 3181.5 | Square meter |
| 7 | 6 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001118 | 1 | Square meter |
| 8 | 7 | Trimming of grass and weeds from the shoulders/ berms and disposing off the same to suitable locations as per technical specifications Clause 1914 | BI01010001010000000000000515BI0100001119 | 3030 | Sqm |
| 9 | 8 | Special repair from Shirapur to Narsalewadi Road Km. 0/000 to 4/470, Tal :- Parner, Dist :- Ahmednagar | BI01010001010000000000000515BI0100001120 | ||
| 10 | 8.01 | 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 of Table 300.2 with any lead as per Technical Specification Clause 303.1. | BI01010001010000000000000515BI0100001121 | 90 | Cubic meter |
| 11 | 9 | Construction of penetration macadam 50mm thick over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.Bitumen VG -30 | BI01010001010000000000000515BI0100001122 | 150 | Square meter |
| 12 | 10 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001123 | 2654.25 | Square meter |
| 13 | 11 | 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 or emulsion 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 either Type A as per Technical Specification Clause 508.Bitummen VG-30. | BI01010001010000000000000515BI0100001124 | 2504.25 | Square meter |
| 14 | 12 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Clause 510. Bitumen VG-30. | BI01010001010000000000000515BI0100001125 | 7875 | Square meter |
| 15 | 13 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001126 | 1 | Square meter |
| 16 | 14 | Trimming of grass and weeds from the shoulders/ berms and disposing off the same to suitable locations as per technical specifications Clause 1914 | BI01010001010000000000000515BI0100001127 | 7500 | Sqm |
| 17 | 15 | Special repair from Sawargaon to Chikanezap Road Km. 0/000 to 2/610, Tal :- Parner, Dist :- Ahmednagar | BI01010001010000000000000515BI0100001128 | ||
| 18 | 16 | 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 of Table 300.2 with any lead as per Technical Specification Clause 303.1. | BI01010001010000000000000515BI0100001129 | 85.95 | Cubic meter |
| 19 | 17 | Construction of penetration macadam 50mm thick over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.Bitumen VG -30 | BI01010001010000000000000515BI0100001130 | 171.9 | Square meter |
| 20 | 18 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001131 | 1976.85 | Square meter |
| 21 | 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 or emulsion 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 either Type A as per Technical Specification Clause 508.Bitummen VG-30. | BI01010001010000000000000515BI0100001132 | 1804.95 | Square meter |
| 22 | 20 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Clause 510. Bitumen VG-30. | BI01010001010000000000000515BI0100001133 | 1804.95 | Square meter |
| 23 | 21 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001134 | 1 | Square meter |
| 24 | 22 | Trimming of grass and weeds from the shoulders/ berms and disposing off the same to suitable locations as per technical specifications Clause 1914 | BI01010001010000000000000515BI0100001135 | 1719 | Sqm |
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