Indian Tenders

Tender Notice
TDR 54682172
Tendering Authority Public Works Department
Tender No 28187-93 dated 13-3-26
Tender ID 2026_PWD_131661_7
Tender Brief Tender For repair renovation Damage To Khabal To Sindasli Road Km 0/00 To 6/00 (Sh:- Construction of Retaining Wall In Stone Masonary Cm 1:6 At Rd 5/782, 4/630 To 4/690, & Boundary Wall Inw/C At Rd 2/485 To 2/520)
City Rohru
State Himachal Pradesh
Document Fees INR 500 /-
EMD INR 41127.0 /-
Tender Value INR 20.56 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for repair renovation Damage To Khabal To Sindasli Road Km 0/00 To 6/00 (Sh:- Construction of Retaining Wall In Stone Masonary Cm 1:6 At Rd 5/782, 4/630 To 4/690, & Boundary Wall Inw/C At Rd 2/485 To 2/520)

Key Dates
Publish Date 16-03-2026
Last Date of Bid Submission 23-03-2026
Tender Opening Date 24-03-2026

Contact Information
Company Name Public Works Department
Contact Person Executive Engineer
Address HPPWD Rohru

BOQ Items
Name of Work:- R/R Damage to Khabal to Sindasli Road km 0/00 to 6/00 (SH:- C/O R/Wall in Stone Masonary cm 1:6 At RD 5/782, 4/630 to 4/690, & B/Wall inW/C at RD 2/485 to 2/520)
Sl. No. Item Description
1Excavation in hilly area by mechanical means i/c cutting and trimming of side slope and disposing of side slopes and disposing of excavated earth with lift upto 1.5 mtr and 20mtr as per technical specification pick and jumper work .
2Earthwork in excavation for structure as per drawing and technical specification 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, dresseing of sides and bottom and backfilling in trenches with excavated suitable material .
3Stone Random Rubble Masonry work in cement mortar 1:6 ( 1 cement : 6 sand) in foundation complete as per drawing and technical specification clauses 702, 704, 1202 & 1203. including carriage of materials with in all leads and lifts as per direction of Engineer - in Charge .
4Providing and Laying concreate 1:6:12 (one cement :six:twelve graded stone aggregate 40mm (forty milimeter nominal size ) for plain / reainforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of material with in all leads and lifts as per direction by the Engineer -in-charge.
5providing and laying of boulder apron laid in wire crates with 4 mm dia Gl wire conforming to IS 280 and IS 4826 in 100 mm into 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighting not less then 25 kg each as per drowing and technical specifications clause 1301
6Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
7Backfilling behind abutment, wing wall and return wall with granular material complete as per drawing & technical specification Clause 1204.3.8 including carriage of materal with in all leads and lifts as per direction of Engineer-In-Charge . Please Enable Macros to View BoQ information

Other Detail
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