Public Works Department-PWD has published Construction Of Road From Main Road Burma Papdi Palion Bhogpur Simbalwala To All Four Villages Of Gumti To Gumti Bus Stand Km 0/0 To 3/500 (Bajara Vaas) Under Mnp (Sh:- Rofd In Km 0/0 To 1/375, C/O Pcc Retaining Wall At Rd 0/060 To 0/075 And Breast Wall A. Submission Date for this Tender is 13-02-2024. Road Work Tenders in nahan Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation in earth work inin hilly area all height and depths and in all kinds of soils including saturated soil comprising of mixed soiloridinary rock and hard rock. All works road rock cutting by blasting shall be carried out by taking allnecessary precutions against soil erosion damage to hill side water pollution etc, and to protect stability of hill side.Rock shall be excavated with chieseling and wedging out rock( whereblasting is prohibited).All earth work in cutting/ excavation, includingrock excavation shall be carried out true to lines grades sides slopes,width, camber,super elevation and level as shown on thedrawings or as directed by the Engineer-in-Charge in confirmity with the requirement of technical specification forRural road August 2004(Two thousand Four),C-1603.1, 1603.2(Clause- One thousand Six hundred three point one, One thousand Six hundred three point two) to achieve designed formation width including hauling and stacking of materials useful for construction at suitable sites and safe disposal of unserviceable cut material and specificed manner, systematically with due consideration to avoiding adverse effects on environment, trimming,filling of unvenness blindage and finishing of the road to specified diamensions to the entire satisfaction as directed by the Engineer-in-Charge for smooth plying of traffic.The recoveryfor stones where useful or not i.e. 182.18 (One hundred eighty two point one eight) cubic metre @ 170/- (Rs. one hundredSeventy)only per cubic metre shall be effected on pro-rata basis. Any lossto the public and private property during the course of excavation shall be the absolute responsibility of the contractor,which shall have to be duly compensated by him at his on cost in all cases including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge. |
| 2 | Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing,removoval of stumps and other deleteriousmaterial and disposal up to a lead of 50 meters dressing of sides and bottom and back filling trenches with excavated suitable material including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer in Charge. |
| 3 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203nominal mix C.C. 1:4:8 ( one cement four sand: eight crushed aggregates) including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge. |
| 4 | Providing weep holes in brick/stone masonry/plain/reinforcement concrete work abutment,wing walls,return walls with 100 mm (one hundred millimetre) dia PVC pipe extending through the full widthof the structure with slope of 1(v) 1:20 I(V) 20(H)(one :Twenty((H) (Horizental) toward drawing face complete as per drawing and technical specification clause 614,709,1204.3.7. including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge. |
| 5 | Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (One Thousand Two hundred point three point Eight) including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge. |
| 6 | Construction of granular Sub base by Providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC, and compacting with smooth wheel roller to achive the desired density, complete as per technical Specification clause 401 including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer in Charge. |
| 7 | Providing Laying,spreading and compacting stone aggregate of specific sizes to water bound macadam specifcation including spreading in uniform thickness,hand packing rolling with 3-wheeled static roller 80-100KN static roller in stages to proper grade and camber applying and brooming crushablescreening/binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density Grading - II as per techical specification clause 404 . WBM Grading-II |
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