Indian Tenders

Tender Notice
TDR 54682144
Tendering Authority Public Works Department
Tender No 28187-93 dated 13-3-26
Tender ID 2026_PWD_131661_20
Tender Brief Tender For repair renovation Damage To Jangla Thali Amboi Road Km 0/00 To 10/00 (Sh:- Construction of Retaining Wall In Stone Masonary Cm 1:6 At Rd. 5/945 To 5/977, 3/350 To 3/362.80 & Boundary Wall In Wire Crate At Rd 6/125 To 6/135 & Construction o
City Rohru
State Himachal Pradesh
Document Fees INR 2000 /-
EMD INR 69787.0 /-
Tender Value INR 34.89 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for repair renovation Damage To Jangla Thali Amboi Road Km 0/00 To 10/00 (Sh:- Construction of Retaining Wall In Stone Masonary Cm 1:6 At Rd. 5/945 To 5/977, 3/350 To 3/362.80 & Boundary Wall In Wire Crate At Rd 6/125 To 6/135 & Construction of Rofd At Rd 1/970 To 2/02, 2/045 To 2/120 & Hpc 900Mm Dia I/C Stone Masonary Cm 1:6 For Wing Wall Both Side Rd 6/120)

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 Jangla Thali Amboi Road km 0/00 to 10/00 (SH:- C/O R/Wall in Stone Masonary cm 1:6 At RD. 5/945 to 5/977, 3/350 to 3/362.80 & B/Wall in wire crate at Rd 6/125 to 6/135 & C/O ROFD at RD 1/970 to 2/02, 2/045 to 2/120 & HPC 900mm Dia i/c Stone Masonary cm 1:6 For Wing wall both side RD 6/120)
Sl. No. Item Description
1Earthwork 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 .
2Stone 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 .
3Providing 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.
4Providing and laying of Back filling behind the return wall with granual material complete as per drowing and specification clause 1204.38
5Providing 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
6providing 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
7Providing and laying and jointing renforcement cement concrete pipe 900 mm diameter NP -2 for culverts on first class bidding of granular material in single raw including fixing collar with cement 1:2 but excluding protection work, bed filling concrete and masonry work in head wall and parapets as per drawing and technically specifications for rural roads clause 1106.
8Excavation 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 .
9Excavation in ordinary rock not requiring blasting by mechanial means i/c cutting and triming of side slopes and disposing of excavated earth within a lift upto 1.5 mtr and lead upto 20mtr ass per drawing and technical specification.
10excavation in hard rock requiring blasting by mechanial i/c cutting and triming of side slopes and disposing of excavated earth withen a lift up to 1.5 mtr and lead upto 20mtr as per drg and technical specification. Please Enable Macros to View BoQ information

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