Public Works Department-PWD has published Tender For Rehabilitation Of Abandoned Portion Of Nh-05 Near Solding Bridge From Km 321/220 To 322/00(Sh. Scalling/ Rock Cutting Work, C/O R/Wall, Edge Wall In Pcc And Wire Crate And B/Wall In Pcc B/Wall In Km 0/00 To 0/980).. Submission Date for this Tender is 15-05-2023. Bridge Work Tenders in rampur Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation in Hard Rock (blasting prohibited):- Excavation for roadway in hard rock (blasting prohibited)with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. including Recovery of useful Stones.as per direction of Engineer-in-charge |
| 2 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 3 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 4 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar |
| 5 | Providing and fixing Dowel bar of 25mm dia including drilling holes and plugging the bars with cement grout.with in all leads and lifts throughall mode of transportation and as per the entire satisfication and direction ofEngineer -in-Charge. |
| 6 | Earthwork in excavation of foundation of structures such as Retaining wall, Breast walls culvarts and crash barriers in all kinds of soils including spade work, pick work,jumper work, blasting work in soft & hardrock and their intermediate classification of soils including chiseling and wedging out of rock with in all depths and lifts including bailing out of water, wherever required as per drawing and technical specification .as per direction of Engineer-in-charge |
| 7 | Providing and laying mechanically mixed & vibrated M-20Plain cement concreteincluding form work complete in all depth as per drawing and technical specification in Retaining walls, Breast walls, Culverts, W-Metal beam, drains etc.as per direction of Engineer-in-charge |
| 8 | Providing and laying mechanically mixed & vibrated M-15 (fifteen) Plain cement concretecontaining minimum contents of cement @ 5.50 (five point five zero) bags per cubic metre including form work complete in all depth as per drawing and technical specification in Retaining walls, Breast walls, Culverts, W-Metal beam, drains etc.as per direction of Engineer-in-charge |
| 9 | Providing & fixing weep holes in plain cementconcreteRetaining wall, Breast wall, abutments and return walls with 100 mm (one hundred milimetre) PVC pipe, extended through the full width of the structure with slope of 1 V: 20 H towards draining face complete as per MORT & H specifications clause 2706 and 2200 (latest revision) including hauling of material in all leads and lifts with all modes of transportation and as per direction of the Engineer-in-Charge. |
| 10 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORT &H specifications to a thickness of not less than 600mm (Six hundred milimetre) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind retaining walls, abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications as per MORTH Clause 710.1.4 of IRC 78 & 2200 latest revision with in all leads and lifts throughall mode of transportation and as per the entire satisfication and direction ofEngineer -in-Charge. |
| 11 | Providing and laying of boulders apron laid in wire crate made with 4 mm ( Four milimetre ) thick G.I wire confirming to IS 280 and IS 4826 in 100x100 mm( hundred into hundred milimetre) mesh (Weaved diagonal) in all heights and depthsincluding 10% extra for laps and joints laid with stone boulders including carriage of materials by mechnical transport in all leads and liftsconfirming with theMORTH Specification ( Latest revision)and as per direction of the Engineer-in-Charge |
| 12 | Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.as per direction of Engineer-in-charge |
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