Public Works Department-PWD has published Special Repair To Approach Road To Govt. Degree College At Theog V Shape Drain And M / T Etc. In Km. 0 / 0 To 0 / 400. Submission Date for this Tender is 22-02-2024. Road Work Tenders in theog Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitablematerial including all leads and lifts as per direction of the Engineer-in-Charge. (Ordinary Soil) |
| 2 | Excavation work by mechanical means(hydraulic excavator)/manual means in foundation trenches or drain not exceeding 1.5 mtr.in widthor 10 sqm on plan including dressing ofsides and rammingof bottom ,lift upto 1.50 m including getting out the excavated soil and disposa of surplus excavated soils as directed complete soil and including inall leads and lifts as per direction of the Engineer-in-Charge. |
| 3 | Providing and laying cementconcrete mechanically mixed PCC M-10 (TEN) nominal 1:3:6 (1 cement :3 sand :6 graded stone aggregate 40 mmnomiinal size and curring complete in all depths and heights including carriage of all labour equipment and materials to various locations through all modes of transportation but excluding the cost of from work as per HP.PWD specification 1990 volume-1 in all depths and height in b/wall and R/wallClause 802, 803, 1202 & 1203 including inall leads and lifts as per direction of the Engineer-in-Charge. |
| 4 | Providing and fixing weapholes in brick masonary/stone masonry plain RCC abument,B/wall R/wall with 110 mm dia (4 KgCm2 pressure)PVC pipe i/c all leads and lifts.as per direction ofthe Engineer -in -Charge. |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN 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 2 as per Technical Specification Clause 405.i/c all leads and lifts.as per direction ofthe Engineer -in -Charge. |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN 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 3 as per Technical Specification Clause 405.i/c all leads and lifts.as per direction ofthe Engineer -in -Charge. |
| 7 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 i/c all leads and lifts.as per direction ofthe Engineer -in -Charge. |
| 8 | Providing and applying tack coat with bitumen emulsion(RS-I) using emulsion distributer @0.25 to 0.30 Kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical specification clause 503.i/c all leads and lifts.as per direction ofthe Engineer -in -Charge. |
| 9 | 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 or Type B or Type C as per Technical Specification Clause 508..i/c all leads and lifts.as per direction ofthe Engineer -in -Charge. |
| 10 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 .i/c all leads and lifts.as per direction ofthe Engineer -in -Charge. |
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