Tender For Restoration Of Rain Damages On Jangal To Oach Kallan Road Km 0/00 To 11/00 (Sh:- Construction of Retaining Wall At Rd 2/850 To 2/865, 4/00 To 4/008, 4/030 To 4/038, Boundary Wall At Rd 7/930 To 7/958, U-Shape Drain At Rd 3/990 To 4/035 And
Tender Value
15.16 Lakhs
Estimated cost
Bid Submission
14 Oct 2026
0 days left
EMD
30400
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kangra → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration Of Rain Damages On Jangal To Oach Kallan Road Km 0/00 To 11/00 (Sh:- Construction of Retaining Wall At Rd 2/850 To 2/865, 4/00 To 4/008, 4/030 To 4/038, Boundary Wall At Rd 7/930 To 7/958, U-Shape Drain At Rd 3/990 To 4/035 And Repair Of Pot Holes In Patches Between Km 0/00 To 11/00)
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera in all type of classification of soil, comprising of ordinary soil, ordinary rock , hard rock chiseling / wedging out rocks (where blasting is prohibited) as per drawings and MORD technical specification clause 305.1 and as per the directions of the Engineer-in-Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable / approved materials to the original surface in layers not exceeding 150mm one hundred fifty millimeters) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but excluding GST |
| 2 | Providing and laying mechanically mixed and vibrated plain cement concrete in open foundation for all type of structure complete using plain cement concrete grade M-10 ( M ten) nominal mix 1:3:6 (one cement is to three sand is to six crushed stone aggregate 20mm( twenty millimetre) nominal size) on ground or under water including pumping or bailing out water , dewatering removal of slush as required at site which may arrise at the time of laying concrete complete for all heights/ depths including the cost of form work and curing complete in drain as per drawings and M.O.R.D. technical specification section 800, 900 and 1200 and as per the directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but excluding GST |
| 3 | Providing and laying cement concrete 1:5:10 (One cement: five sand: ten graded crushed/broken stone aggregate 40mm nominal size ) and curing complete, including cost of form work in foundation and plinth including carriage of material in all leads and lifts and other incidentals complete and as per the entire satisfaction and direction of Engineer-in-Charge. The rate is including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but excluding GST |
| 4 | Providing 100mm (one Hundred millimeter) dia ISI marked P.V.C. pipe 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 : twenty Horizontal) towards draining face complete as per drawing and MORD technical specification section700,1200 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 other taxes imposed by the Government but excluding GST |
| 5 | Back filling with granular materials behind abutment, Retaining wall/Breast wall, Wing walls and the like complete as per drawings and MORD technical specification section1200,1600 and as per direction and entire satisfaction of the Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but excluding GST |
| 6 | Providing laying spreading and compacting by mechanical means 75 mm (seventy five millimetre) compacted thickness broken /crushed stone aggregate of size 63mm to 45mm (sixty three millimetre to forty five millimetre) Grading-II to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty to one hundred ) K.N. static roller in stages to proper grade and camber including applying and brooming, stone screening type-B of size 11.2mm (eleven decimal two millimetre) nominal size at the rate of 0.20 cum (zero point two zero cubic metre) per ten square metre and binding material at the rate of 0.06 (zero decimal zero six) cubic metre per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per drawing and M.O.R.D. technical specifications section 400 and as per the directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.The rate is including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but excluding GST |
| 7 | Reparing of pot holes and removal of loose material trimming of sides by providing with Bitumen Vg-10(ten) tack coat at the rate of 0.30 kg. (zero point thirty kilograms) per Square metre,Open grades premix carpet of 20mm ( twenty millimeter) thickness composed of 13.2mm ( thirteen decimal two millimeter) to 5.6mm ( five decimal six millimeter) aggregate at the rate 0.27 cum (zero decimal twenty seven cubic metres ) mixed with using penetration grade bitumen VG-10 (ten) at the rate 14.60 kg (fourteen point sixty kilogram) per ten square of road surface required line grade and level and seal coat sealing the voids in a bituminous surface laid to specified level grade and cross fall using type-B as per M.O.R.D. technical specification clause 510 premixed with 6.8 kg ( six point eight) kilogram bitumen vg-10 (ten) 0.06 ( zero point zero six) cubic metre of fine aggregate per 10 Sqm. (Ten square metre) heated in mini hot mix plant and laying manually of mixed material and rolling with power road roller 8-10 ( eight to ten capacity) and as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation all leads, lifts and other incidental complete in all respect.The rate is including octroi, royality, Malkana, toll tax, or other taxes imposed by the Government but excluding GST Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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