Restoration of rain Damages on Jated to Phiyar Road KM 0/00 to 2/00

PWD · Jawalamukhi, Himachal Pradesh · Civil Works & Infrastructure · open

Key facts

Tender value: ₹14.3L
EMD: ₹29K
Published: 30 Oct 2026
Closing date: 09 Nov 2026
Status: open
Status as of: 05 Nov 2026 06:03 UTC
Ministry: Government of Himachal Pradesh
Department: Public Works Department
Office: HPPWD Division Jawalamukhi

Description

Restoration of rain damages on Jated to Phiyar Road from KM 0/00 to 2/00, including construction of rigid pavement at KM 0/250 to 0/525 and a retaining wall at KM 0/260 to 0/272.70.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Percentage
Make in India (MII): No
MSE preference: No

Line items (7)

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains of soil in all kinds of soils, soft and hard rocks and saturated soil, de-watering, including wedging out rocks where blasting work is prohibited, chiseling or any other mixed variety of soil, including shoring, strutting or bailing out water upto any depth or any height quantum of water including de-watering removal of slush and stacking the serviceable and un-serviceable material clear from the edge of excavation as per direction of Engineer-in-Charge and returning the stacked soil in 15cm (Fifteen centimeter) layers, when required into plinths, sides of foundation etcetera consolidating each deposited layer by ramming, watering and then disposing of all excavated earth including carriage of material within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-Incharge. The rate is including octroi, royality, Malkana, toll tax or an — Qty: 17.24 Cubic meter
Providing and laying mechanically mixed and vibrated cement concrete 1:5:10 (one cement isto five sand isto ten graded crushed stone aggregate 40mm (forty millimeter) nominal size) for plain cement concrete, in or under water in open foundation for all types of structures, including pumping or bailing out water/ dewatering (surface/sub-soil water) and including removal of slush which may arise at the time of laying under water for all heights/depth and any quantum of water including cost of form work and curing complete as per drawing and MORD Technical specification 802, 803, 1202 & 1203 and as per the direction and the entire satisfaction of Engineer-in-Charge, including carriage of material with in all leads lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. — Qty: 45.63 Cubic meter
Providing and laying 100mm (one Hundred millimeter) dia ISI marked VECTUS /FINOLAX P.V.C. pipe ( working pressure not less then 4 Kg per sequre cm) Weep Holes in brick masonry/stone masonry plain/ reinforcement concrete abutments, wing wall/ return wall, retaining walls and breast walls, extending through the full width of the structure with slope of 1(V): 20H (One vertical isto twenty Horizontal) towards drawing face complete as per drawing and MORD technical specification clause 614,709,1204.3.7 and as per the direction and entire satisfaction of Engineer-in-Charge complete, including carriage of materials with in all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. — Qty: 9 Running Metre
Providing and Laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to full height compacted to firm condition completeas per drawing and technical specification clause 1204.3.8 and as directed by the Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rates including Royality, Malkhana, Octroi, toll tax, sale tax or any other taxes imposed by the Government but excluding GST. — Qty: 13.71 Cubic metre
Construction of granular sub-base by providing well graded materials, as per table 401spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three Wheel 80-100 (Eighty-hundred) kN static roller to achieve the desired density, complete as per MORD Technical Specification section 400 for grading-I Material, as per the entire satisfaction and directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rates is including Royality, Malkana, Octroi, toll tax, sale tax, GST or any other taxes imposed by the Government. — Qty: 115.16 Cubic meter
Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-25 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of concrete slabs for 14 days using curing compound ( where specified) and water finishing lines and grade as per drawing and Technical Specification clause 1501.and as per the di — Qty: 144.38 Cubic meter
Excavation for road way in hilly areas in all heights and depths and in all kinds of soil by manual/ mechanical means, including saturated soil comprising of ordinary soil, ordinary rock, soft rock, hard rock chiseling or wedging out rock (where blasting is prohibited) and their intermediate classification of soil complete including setting out true to the required lines grades, cutting and trimming of side slopes, camber, super elevation and levels as shown in the drawings and as directed by the Engineer-in Charge complete in conformity with the requirements of MORD Technical Specification section 300 & 1600 and sorting out and stacking of useful materials with in all leads and lifts in acquired road width and transporting of un-useful materials for filling in road ways, camber, embankments for grade improvements and disposal of all surplus materials to the approved dumping sites through all modes of transportation including head load or animal transport or by mechanical means includi — Qty: 866.38 Cubic meter

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