Tender For Construction Of Link Road Shilora Khurad To Shillu Kalan Tipra Mohal Naryal Road In Km 0/00 To 6/800 (Sh:- P/L Wbm G-I In Km 3/00 To 4/500, C/O R/Wall In Wire Crate At Rds 4/810 To 4/830 And C/O R/Wall In Pcc At Rds 2/370 To 2/395) Under Scsp.
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Project Description
Tender For Construction Of Link Road Shilora Khurad To Shillu Kalan Tipra Mohal Naryal Road In Km 0 / 00 To 6 / 800 ( Sh:- P / L Wbm G-I In Km 3 / 00 To 4 / 500, C / O R / Wall In Wire Crate At Rds 4 / 810 To 4 / 830 And C / O R / Wall In Pcc At Rds 2 / 370 To 2 / 395 ) Under Scsp.
BOQ
| Sl. No. | Item Description |
| 1 | Preparation of sub grade by dressing to combor (Earth work for the cutting involved for subgrade to be paid for separately depending upon the classification of soil completed as per HP.PWD specifications.or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals. |
| 2 | Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub-grade completed as per HP.PWDspecifications or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals. |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes 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 materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405 . or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals. |
| 4 | Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with in all lead and lift as per Technical Specification Clause 1603.1( one six zero three point one) and MORD specification including carriage of all labour equipment and materials to various location of site through all modes of transportations in all lead, lift and all incidental charges.all work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erossions, damage to hill side, water pollutions etc., and to protect stability of hill side rock work shall be executed with chiseling, wedging out rock, where blasting is prohibited). All earth work in excavation including rock excavation shall be carried out true to lines, grades, side slopes, width, camber super elevations and levels as shown on the drawing or as directed by the Engineer-in- Charge. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable cut materials in specified manners, trimming, filling of unevenness blindages and finishing of the road to specified dimensions as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other cases, it shall be removed by the suitable diversion, bailing out or de watering as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases. |
| 5 | Providing and laying of boulder apron laid in wire crates with 4 mm(four milimeter) dia GI wire conforming to IS:280 (two hudred eighty) and IS:4826 (four thousand eight hundred twenty six) in 100 mm x 100 mm(one hundred into one hundred milimeter) mesh (woven diagonally) including 10(ten) per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg (twenty five kilogramme) each as per drawing and technical specifications Clause 1301,(one thousand three hundred one)including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges. |
| 6 | Providing and laying plain Cement concretre in 1:4:8 (one cement isto four sand isto eight graded crushed hard stone aggregate 40 (forty) millimeter nominal size) mechanically mixed, vibrated and curing complete in open foundation and plinth for all type of structure including the cost of form work as per drawing and MORDTechnical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals. |
| 7 | Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 m including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts, including all incidental charges and as per direction of engineer in charge. |
| 8 | Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimeter) dia PVC pipe extending through the full width of the structure with slope of 1:20 (One verticle isto twenty horizontal) towards drawing face complete as per drawing and MORD technical specification clause 614, 709, 1204.3.7(six hundred fourteen, seven hundred nine, one thousand two hundred four point three point seven)or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals. |
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