Strengthening To The Road From Alangiam - Chikkinapuran Road To Ad Burial Ground Km 0/0 - 2/0 ( Working Reach 1/170 - 2/00) H/O Alangiam , Upgradation To The Road From Sanitary Complex To Vaikkal Road Km 0/0-1/45 ( Working Reach 0/0 - 0/500) H/O Dhalavaip
Tender Overview
Project Description
Strengthening To The Road From Alangiam - Chikkinapuran Road To Ad Burial Ground Km 0 / 0 - 2 / 0 ( Working Reach 1 / 170 - 2 / 00 ) H / O Alangiam , Upgradation To The Road From Sanitary Complex To Vaikkal Road Km 0 / 0-1 / 45 ( Working Reach 0 / 0 - 0 / 500 ) H / O Dhalavaipattinam, Upgradation To The Road From Uthupalayam To Chinnakkampalayam Road Km 0 / 0 - 1 / 250 ( Working Reach Km 0 / 620 - 1 / 150 ) H / O Dhalavaipattinam.
BOQ
| Name of Work : Strengthening to the Road from Alangiam - Chikkinapuran Road To AD Burial Ground Km 0/0 - 2/0 ( Working Reach 1/170 - 2/00) H/O Alangiam , Upgradation to the Road from Sanitary Complex to Vaikkal Road KM 0/0-1/45 ( Working Reach 0/0 - 0/500) H/O Dhalavaipattinam,Upgradation to the Road from Uthupalayam to Chinnakkampalayam Road Km 0/0 - 1/250 (Working Reach KM 0/620 - 1/150 ) H/O Dhalavaipattinam. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Unnamed: 2 | Quantity | Units | |
| 1 | 1 | Strengthening to the Road from Alangiam - Chikkinapuran Road To Burial Ground Km 0/0 - 2/0 ( Working Reach 1/170 - 2/00) | 1 | nos | |
| 2 | 2 | Clearing Scrub Jungles including all labour charges for burrying and burning etc., complete., | 1 | nos | |
| 3 | 3 | Km 1/175-1/700 | 556.2 | sqm | |
| 4 | 4 | Earthwork excavation and depositing on bank within initial lead and lift in hard gravelly soil for cutting sidedrain etc, complete as per SS 20 A, | 1 | nos | |
| 5 | 5 | Km 1/175-1/700 | 185.4 | cum | |
| 6 | 6 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading etc., complete Shoulders | 1 | nos | |
| 7 | 7 | Km 1/175-1/700 | 231.75 | cum | |
| 8 | 8 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . | 1 | nos | |
| 9 | 9 | Km 1/175-1/700 | 231.75 | sqm | |
| 10 | 10 | Providing and laying 75mm compacted thick WBM Gr.II using 1 cum of 75 mm to 22.40 mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for top layer. | 1 | nos | |
| 11 | 11 | Km 1/175-1/700 | 115.88 | cum | |
| 12 | 12 | Providing and laying 75mm compacted thick WBM Gr.III using 1 cum of 63 mm to 11.20 mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for top layer. | 1 | nos | |
| 13 | 13 | Km 1/175-1/700 | 115.88 | cum | |
| 14 | 14 | Applying TACK COAT over WBM surface at 4.0Kg/10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., complete | 1 | nos | |
| 15 | 15 | Km 1/175-1/700 | 1545 | sqm | |
| 16 | 16 | Providing, laying and rolling of open- graded premix carpet of 20 mm thick composed of 13.2 mm to 5.60 mm aggregates eithe 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 or Type B or Type C as per Technical specification Clause 508. | 1 | nos | |
| 17 | 17 | Km 1/175-1/700 | 1545 | sqm | |
| 18 | 18 | Provision for KM stone, Hm stone & Guardstone etc | 1 | no | |
| 19 | 19 | HM Stones | 3 | no | |
| 20 | 20 | Provision for sign boards | 2 | no | |
| 21 | 21 | Provision for Name boards | 1 | no | |
| 22 | 22 | Upgradation to the Road from Sanitary Complex to Vaikkal Road KM 0/0-1/45 ( Working Reach 0/0 - 0/500) | 1 | nos | |
| 23 | 23 | Clearing Scrub Jungles including all labour charges for burrying and burning etc., complete., | 1 | nos | |
| 24 | 24 | Km 0/0-0/500 | 774 | sqm | |
| 25 | 25 | Earthwork excavation and depositing on bank within initial lead and lift in hard gravelly soil for cutting sidedrain etc, complete as per SS 20 A, | 1 | nos | |
| 26 | 26 | Km 0/0-0/500 | 154.8 | cum | |
| 27 | 27 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading etc., complete Shoulders | 1 | nos | |
| 28 | 28 | Km 0/0-0/500 | 135.45 | cum | |
| 29 | 29 | Providing and laying 75mm compacted thick WBM Gr.II using 1 cum of 75 mm to 22.40 mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for top layer. | 1 | nos | |
| 30 | 30 | Km 0/0-0/500 | 118.13 | cum | |
| 31 | 31 | Providing and laying 75mm compacted thick WBM Gr.III using 1 cum of 63 mm to 11.20 mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for top layer. | 1 | nos | |
| 32 | 32 | Km 0/0-0/500 | 118.13 | cum | |
| 33 | 33 | Applying TACK COAT over WBM surface at 4.0Kg/10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., complete | 1 | nos | |
| 34 | 34 | Km 0/0-0/500 | 1648.75 | sqm | |
| 35 | 35 | Providing, laying and rolling of open- graded premix carpet of 20 mm thick composed of 13.2 mm to 5.60 mm aggregates eithe 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 or Type B or Type C as per Technical specification Clause 508. | 1 | nos | |
| 36 | 36 | Km 0/0-0/500 | 1648.75 | sqm | |
| 37 | 37 | Provision for KM stone, Hm stone & Guardstone etc | 1 | no | |
| 38 | 38 | KM Stones | 1 | no | |
| 39 | 39 | HM Stones | 2 | no | |
| 40 | 40 | Provision for Name boards | 1 | no | |
| 41 | 41 | Upgradation to the Road from Uthupalayam to Chinnakkampalayam Road Km 0/0 - 1/250 (Working Reach 0/620 - 1/150 ) | 1 | nos | |
| 42 | 42 | Clearing Scrub Jungles including all labour charges for burrying and burning etc., complete., | 1 | nos | |
| 43 | 43 | 0/620 - 1/150 | 572.4 | sqm | |
| 44 | 44 | Earthwork excavation and depositing on bank within initial lead and lift in hard gravelly soil for cutting sidedrain etc, complete as per SS 20 A, | 1 | nos | |
| 45 | 45 | 0/620 - 1/150 | 286.2 | cum | |
| 46 | 46 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading etc., complete Shoulders | 1 | nos | |
| 47 | 47 | 0/620 - 1/0 | 136.8 | cum | |
| 48 | 48 | 1/0 -1/15 | 54 | cum | |
| 49 | 49 | Providing and laying 75mm compacted thick WBM Gr.II using 1 cum of 75 mm to 22.40 mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for top layer. | 1 | nos | |
| 50 | 50 | 0/620 - 1/0 | 106.88 | cum | |
| 51 | 51 | 1/0 -1/15 | 44.91 | cum | |
| 52 | 52 | Providing and laying 75mm compacted thick WBM Gr.III using 1 cum of 63 mm to 11.20 mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10sqm. Of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to worksite and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel forming edge bunds watering with all leads for good water slurrying rolling and consolidation by power roller and finishing has per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all other incidental charges etc., complete for top layer. | 1 | nos | |
| 53 | 53 | 0/620 - 1/0 | 106.88 | cum | |
| 54 | 54 | 1/0 -1/15 | 44.91 | cum | |
| 55 | 55 | Applying TACK COAT over WBM surface at 4.0Kg/10 sq.m including labour for spraying, hire charges for bitumen sprayer etc., complete | 1 | nos | |
| 56 | 56 | 0/620 - 1/150 | 2023.75 | sqm | |
| 57 | 57 | Providing, laying and rolling of open- graded premix carpet of 20 mm thick composed of 13.2 mm to 5.60 mm aggregates eithe 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 or Type B or Type C as per Technical specification Clause 508. | 1 | nos | |
| 58 | 58 | 0/620 - 1/0 | 1425 | sqm | |
| 59 | 59 | 1/0 -1/15 | 598.75 | sqm | |
| 60 | 60 | Provision for KM stone, Hm stone & Guardstone etc | 1 | no | |
| 61 | 61 | HM Stones | 1 | no | |
| 62 | 62 | KM Stones | 1 | no | |
| 63 | 63 | Provision for sign boards | 1 | no | |
| 64 | 64 | Provision for Name boards | 1 | no | |
| 65 | 65 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \"BB\" for all works in this package}\n(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) | 1 | GST Amount |
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