Indian Tenders

Tender Notice
TDR 54682187
Tendering Authority Public Works Department
Tender No 28187-93 dated 13-3-26
Tender ID 2026_PWD_131661_4
Tender Brief Tender For repair renovation Damage To Dhamwari To Gajyani Road 0/00 To 3/00 (Sh:- Construction of Boundary Wall In S/M Cm 1:6 At Rd 1/780 To 1/810, 1/830 To 1/842, 2/220 To 2/230, & Retaining Wall In S/M Cm 1:6 At Rd 0/270 To 0/285, 0/750 To 0/765,
City Rohru
State Himachal Pradesh
Document Fees INR 500 /-
EMD INR 42567.0 /-
Tender Value INR 21.28 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for repair renovation Damage To Dhamwari To Gajyani Road 0/00 To 3/00 (Sh:- Construction of Boundary Wall In S/M Cm 1:6 At Rd 1/780 To 1/810, 1/830 To 1/842, 2/220 To 2/230, & Retaining Wall In S/M Cm 1:6 At Rd 0/270 To 0/285, 0/750 To 0/765, 2/800 To 2/810, 2/880 To 2/892)

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 Dhamwari to Gajyani Road 0/00 to 3/00 (SH:- C/O B/Wall in s/m cm 1:6 at RD 1/780 to 1/810, 1/830 to 1/842, 2/220 to 2/230, & R/Wall in s/m cm 1:6 at RD 0/270 to 0/285, 0/750 to 0/765, 2/800 to 2/810, 2/880 to 2/892)
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 as directed by the Engineer-in-Change
2Earthwork in excavation for structures upto 3 depth as per 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 backfilling in trenches with excavated suitable material. with in all leads and lifts as per directed by the Engineer-in-Change
3Plain/reinforced cement concrete (1:6:12) in open foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 within all leads and lifts as per directions of Engineer in charge
4Randon Rubble Stone masonary in cement mortar 1:6 (1 Cement : 6 sand) for foundation complete as as per drawings and technical specification Clauses 702, 704,1202 and 1203 including carriage of material within all leadsa and lifts as per directions of Engineer in charge
5Providing and laying of back filling behind abutment wing wall and return walls with granular material complete as per MORD technical specification clause 1204.3.8 as directed by the Engineer-in-Change
6Providing weephole in brick masonary /stone masonary ,plain/ rainforced concrate abutment wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slpoe of 1 (V):20(H) towards drawing face complete as per drawings and technical specification Clauses614,709,1204.3.7.as directed by the Engineer-in-Change Please Enable Macros to View BoQ information

Other Detail
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