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Restoration Of Rain Damages On Sansog Koftu Road Km 0 / 0 To 3 / 0 Sh Providing And Laying Kharanja Soling Betwee Km 0 / 0 To 3 / 00 In Essential Reaches And Cross Drainage Works At Rd 0 / 645 And 0 / 847 Under Scsp, jubbal-Himachal Pradesh

Public Works Department-PWD has published Restoration Of Rain Damages On Sansog Koftu Road Km 0 / 0 To 3 / 0 Sh Providing And Laying Kharanja Soling Betwee Km 0 / 0 To 3 / 00 In Essential Reaches And Cross Drainage Works At Rd 0 / 645 And 0 / 847 Under Scsp. Submission Date for this Tender is 28-01-2022. Road Work Tenders in jubbal Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

30800449
Restoration Of Rain Damages On Sansog Koftu Road Km 0 / 0 To 3 / 0 Sh Providing And Laying Kharanja Soling Betwee Km 0 / 0 To 3 / 00 In Essential Reaches And Cross Drainage Works At Rd 0 / 645 And 0 / 847 Under Scsp
Open Tender
Indian
Himachal Pradesh
jubbal
28-01-2022

Tender Details

Restoration Of Rain Damages On Sansog Koftu Road Km 0 / 0 To 3 / 0 Sh Providing And Laying Kharanja Soling Betwee Km 0 / 0 To 3 / 00 In Essential Reaches And Cross Drainage Works At Rd 0 / 645 And 0 / 847 Under Scsp

Key Value

Document Fees
INR 350 /-
EMD
INR 19700.0 /-
Tender Value
INR 9.82 Lakhs /-

BOQ Items

Name of Work:Restoration of rain damages on Sansog Koftu Road Km 0/0 to 3/0 (SH:-Providing and laying Kharanja Soling betwee Km 0/0 to 3/00 in essential reaches and Cross drainage works at RD 0/645 and 0/847 under SCSP
Sl. No. Item Description
1Excavation for roadway in soil using mannual means for carriage of cut earth to embankments site with any lead and lifts as per techanical specifications clause 302.3as per directions of Engineer in Charge.
2Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification.including all leads and lifts, as per HPPWD, specification of 1990 Volume-I, as directed by the Engineer-In-Charge.
3Excavation in soil in Hilly Area in all kind of sand by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead and lift as per Technical Specification Clause 1603.1 and as per HPPWD, specification of 1990 Volume-I, or as directed by the Engineer-In-Charge.
4Earthwork 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 any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.useful material available from excavation to be properly stacked and handed over to the department free of cost including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge
5Providing and Laying concreteconcrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge
6Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7
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