Tender For Construction of Link Raod To Village Ladoh In Gp Pargod Km 0/000 To 1/100. (Sh:- providing and laying Gsb & G-Ii Layer And Formation Cutting At Km 0/0 To 0/100 And cement concrete Pavement At Rd 0/700 To 0/858 (Under Mmsy)
Tender Value
13.58 Lakhs
Estimated cost
Bid Submission
28 Jul 2026
5 days left
EMD
27000
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 Construction of Link Raod To Village Ladoh In Gp Pargod Km 0/000 To 1/100. (Sh:- providing and laying Gsb & G-Ii Layer And Formation Cutting At Km 0/0 To 0/100 And cement concrete Pavement At Rd 0/700 To 0/858 (Under Mmsy)
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in hilly area in all heights and depths and in all kind of soil by manual/mechanical means including saturated soil comprising of ordinary soil, soft rock, hard rock, chiseling, wedging out of rock (where blasting is prohibited) and their intermediate classification of soil, setting out true to the required lines, grades, cutting and trimming of side slopes and level as shown in the drawing and as directed by Engineer-In-Charge at site according to the MORD technical specification section 300 and 1600 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of road and transportation of useful material for filling in road ways, camber, embankments for grade improvements and disposal of all surplus material to the approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its leveling, fine dressing and carriage of machineries, materials, tools, equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour if required. Any loss to the public, private/property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be compensated by him in all cases including carriage of materials within all leads and lifts and other incidentals. The rate is including octroi, royalty, Malkhana, toll tax, GST and any other taxes imposed by the Government. |
| 2 | 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, GST or other taxes imposed by the Government. |
| 3 | Construction of granular sub-base by providing well graded materials, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80–100 (Eighty-hundred) kN static roller to achieve the desired density, complete as per MORD Technical Specification Clause 401 for Grading-I material, as per the entire satisfaction and directions of the Engineer-in-Charge. The rate including octroi, royalty, Malkana, toll tax, sale tax or other taxes imposed by the Government. |
| 4 | Providing, laying, spreading and compacting by manual means of stone aggregate of size 63 mm to 45 mm (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 hundred) kN static roller in stages to proper grade and camber, applying and brooming stone screening Type-B of size 11.2 mm (eleven decimal point 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 cum (zero point 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 MORD Technical Specifications Clause 405 and as per the directions of the Engineer-in-Charge, including carriage of material within all leads, lifts and other incidentals to the entire satisfaction of the Engineer-in-Charge. The rate is including octroi, royalty, GST, toll tax or other taxes imposed by the Government. |
| 5 | Providing and Laying mechanically mixed and vibrated plain cement concrete as per drawings and MORD technical specifications section 800, 900, 1200 and 1600 nominal mix 1:4:8 (One cement isto Four sand isto Eight graded/crushed stone aggregate) 40mm (Forty milimetres) nominal size) for all type of structure like retaining wall / Breast wall etcetra including cost of form work and curing complete as per the direction of Engineer-in-charge including carriage of material, within all leads, lifts of materials and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST and any other taxes imposed by the Government. Government. |
| 6 | Construction of un-reinforced dowel jointed at expansion and construction joint only, plain cement concrete pavement, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Design Mix), 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 loading of transfer baskets, hip bars and tie bars, spreading, compacting and finishing in continuous operation including provision of contraction and expansion construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridge/culvert and 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. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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