}

Repair Renovation Damage To Dhara Narpa Road Km 0/00 To 5/520( Sh:- Construction Of Retaining Wall In Pcc 1:4:8 At Rd 3/180 To 3/225, 4/160 To 4/480 With Parapets In Pcc 1:3:6 ), rohru-Himachal Pradesh

Public Works Department-PWD has published Repair Renovation Damage To Dhara Narpa Road Km 0/00 To 5/520( Sh:- Construction Of Retaining Wall In Pcc 1:4:8 At Rd 3/180 To 3/225, 4/160 To 4/480 With Parapets In Pcc 1:3:6 ). Submission Date for this Tender is 25-05-2024. Wall Construction Tenders in rohru Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

43007219
Corrigendum : Repair Renovation Damage To Dhara Narpa Road Km 0/00 To 5/520( Sh:- Construction Of Retaining Wall In Pcc 1:4:8 At Rd 3/180 To 3/225, 4/160 To 4/480 With Parapets In Pcc 1:3:6 )
Open Tender
Indian
Himachal Pradesh
rohru
25-05-2024

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Tender Details

Repair Renovation Damage To Dhara Narpa Road Km 0 / 00 To 5 / 520 ( Sh:- Construction Of Retaining Wall In Pcc 1:4:8 At Rd 3 / 180 To 3 / 225, 4 / 160 To 4 / 480 With Parapets In Pcc 1:3:6 )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 23-Mar-2024 date change Date 16-04-2024
2 16-Apr-2024 DATE EXTENDED Date 25-05-2024

Key Value

Document Fees
INR 1500 /-
EMD
INR 90600.0 /-
Tender Value
INR 45.24 Lakhs /-

Attachment

FileName File Description File Size
ea6d4703-48ae-4c77-b653-125ecc1db2ee.html Tender Notice 0 KB
BOQ_131570.xls Tender Document 0 KB
S-2-Dhara.pdf Tender Document 0 KB
Tendernotice_1.pdf Tender Document 0 KB

BOQ Items

Name of Work:R/R Damage to Dhara Narpa road Km 0/00 to 5/520( SH:- C/o R/wall in PCC 1:4:8 at RD 3/180 to 3/225, 4/160 to 4/480 with parapets in PCC 1:3:6 )
Sl. No. Item Description
1Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 including all lead and lifts.
2Providing 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
3Providing and layingbackfilling behind abutment,wing wall and return wall complete as per MORDdrawings & technical specification Clause 1204.3.8including all lead and lifts.
4Providing wep holes in bricks masonary/ stone masonary/plain reinforcement concrete abutment,wingwall,return wall with 100 mm dia PVC pipe extending through the full width ofstructute with slope of (V) :20(H) towards drawing face comlpete as per drawing and technical specisification Clause 614,709,1204.3.7 as directed by Enginee-in- Charge.
5Plain/ reinforced cement concrete1:3:6 (1cement: 3 sand: 6 graded stone aggregate)in open foundation as per drawing and technical specification clauses 802, 803, 1202 and 1203as directed by the Engineer-In-Charge
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