Ofc Katholi Bantungali Old Bassa Missing Link Road (Under Deposit). (Sh:- Widening Of Existing Single Lane To Intermidiate Lane Of Jawalamukhi Dehra Jawali Raja Ka Talab Road At Rd .65/070 To 66/300, V-Shape Drain At Rd 65/750 To 65/880 (Left Hand Side) A
Tender Value
33.32 Lakhs
Estimated cost
Bid Submission
27 Aug 2025
0 days left
EMD
66700
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bharmour → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
OFC Katholi Bantungali old Bassa Missing link road (Under Deposit). (SH:- Widening of existing single Lane to Intermidiate Lane of Jawalamukhi Dehra Jawali Raja Ka Talab road at RD .65/070 to 66/300, V-Shape Drain at RD 65/750 to 65/880 (Left Hand Side) and Wire Crate at RD. 64/870 to 64/885).
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavationfor alltype ofroad structure such as retaining walls, breast walls, culverts, drains and parapets etcetera and other similar structure in all type of classification of soilcomprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks ( Where blasting is prohibited) complete in accordance with the line and dimensions shown in the drawings as perM.O.R.D. technicalspecificationsection 300 and 1600 and as per direction ofthe Engineer- in – Charge includingsetting outshoring and bracing , removal of stumpsand other deleterious materials and disposal of materials upto any lead andlift including dressing of sides and bottom and back filling in trenches with excavatedsuitable approved material to theoriginal surface in layer not exceeding 150mm (One hundred fifty milimeter) compacted thickness including shoring, strutting and pumping and bailingout water (surface and sub soil water )upto any depth andquantum of water including cleaning of slush which may arrise out during dewateringas per entire satisfaction and direction of Engineer-in-Charge. includingcarriage of materials within all leads, lifts, other incidental . The rate isincluding octroi, royality, malkana, toll tax,GST or other taxes imposed by the Government. |
| 2 | Providing and laying mechanically mixed and vibrated concrete for plain concrete inopen foundation for all type of structure complete ofconcretegradeM-10 ( M Ten) nominal mix 1:3:6 ( One cement : three sand : six graded crushed/ broken stone aggregate 20mm (Twentymillimeter) nominal sizeon ground or under water including pumpingor bailing out water / dewateringremoval of slush as required at site which may arise at the time oflaying concretecompletefor all heights/ depths and curing completeincluding the cost of form workas per drawings and M.O.R.D. technical specification section 800, 900 and 1200 as per the direction and entire satisfactions of Engineer-in-Charge, including carriage of material within all leads, lifts and other incidental. The rate isincluding octroi, royality, malkana, toll tax,GSTor other taxes imposed by the Government. |
| 3 | Providing and laying granular sub base/ surface course with local material by mix in place method normal construction of granular sub base by providing local material spreading in uniforms layers with mortar grader on prepared surface mixing by mix in place method with rotavator at once and compacting smooth wheel roller to achieve the desired density complete as per clause 401.4, as per technical specifications clause 408, including carriage of materials within all leads, lifts, other incidental . The rate isincludingoctroi,royalty, Malkana, toll tax,GSTorother taxesimposed by the Government. |
| 4 | Providing laying spreading and compacting stone aggregate 53mm to 22.4mm (fifty three milimetres to twenty two point four milimetres) specified size to water bound Macadam specification including spreading in uniform thickness hand packing, rolling with three wheel 80-100 (Eighty/Hundred) K.N. staticRoad roller in stages to proper grade andcamber applying and broomingwith applicationof crushable screening at the rate of 0.22 cum( zero point two two cubic metres) per ten square metres, to fill up the intersitices of course aggregate, watering andcompacting to the requireddensity grading –IIIsize 75mm (Seventy Five millimetres) compacted thickness as per M.O.R.D. technical specifications clause No. 405as per the entire satisfaction and direction ofEngineer – in- Charge,including carriage of materials within all leads and liftsand other incidential . The rate isincludingoctroi,royality, Malkana, toll tax, GSTorother taxesimposed by the Government. |
| 5 | Providing and applying primer coat with BITUMEN emulsion(SS-1) on the prepared surface of granular base after andincluding cleaning of road surface with Hydraulic brooms and spraying primer with bitumen emulsion pressure distributer and spraying at the rate of 0.85 kg (zero point eight five kilogram) persquare metre using mechanical means of road surface as perM.O.R.D. technical specifications clause502 as per the entire satisfaction and direction ofEngineer – in- Charge including carriage of materials within all leads, liftsand other incidental . The rate isincludingoctroi,royality, Malkana, toll tax, GST orother taxesimposed by the Government. |
| 6 | Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.275 kgs. (Zero decimal two seven five kilogram) per square metre on the prepared granular surfaces treated with primer andcleaned with hydraulic broom as per technical specification clause 503as per direction and entire satisfactionof Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental. The rate isincluding octroi, royality, malkana toll tax GST orother taxes imposed by the Government. |
| 7 | Providing laying and rolling of open graded premix carpet of 20mm ( twenty millimeter) compacted thickness, composed of Type-A 13.2mm ( thirteen decimal two millimeter) to 5.6mm ( five decimal sixmillimeter) aggregate at the rate of 0.27 cubic metre (Zero point two seven cubic metre) mixed with penetration grade Bitumen VG-10 (VG-Ten ) at the rate 14.6 Kilogram (fourteen point six kilogram) per ten square metre of road surfaceto required line grade and level to serve as wearing course on a previously prepared base, including mixing and heating binder and aggregate in Hot Mix Plant 30/40 (Thirty / Forty) tonne per hour capacity, transporting mixed material with tipper and laying with paver finisher to the required grade,camber and rolling with a three wheel 80-100 (Eighty-Hundred) KNstatic road roller Capacityfinished to required level and grades to be followed by a seal coatas perM.O.R.D. technical specifications clause508as per the entire satisfaction and direction ofEngineer – in- Charge excluding the cost of tack coat and seal coat, including carriage of materials within all leads, liftsand other incidental . The rate is including octroi,royality, Malkana, toll tax, GST orother taxesimposed by the Government. |
| 8 | Providing and laying seal coat for sealing the voids in a bituminous surface laid to specified level grade and cross fall using type-B as per technical specification clause 510 premixed with 6.8 kg ( six point eight kilogram)Bitumen VG-10 (VG-Ten) with 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) as per direction of Engineer-in-Charge, including carriage of material labour and equipment required to execute the work to the site of work complete in all respect,including carriage of materials within all leads, liftsand other incidental . The rate is including octroi,royality, Malkana, toll tax, GST orother taxesimposed by the Government. |
| 9 | Providing and laying of boulder apron laid in Wire Crates with 4mm (four milimetres) dia GI wire conforming to IS:280 and IS:4826 in 100mm x 100mm (One hundred milimetres into one hundred milimetres) mesh (woven diagonally) including 10 percent (ten percent) extra for laps and joints laid with stone boulders weighing not less than 25 Kg (Twenty five kilogram) each as per drawing and technical specifications clause1301, and as perdirection of the Engineer-in-Charge,includingcarriage of materials within all leads,lifts and other incidental. The rate isincluding of octroi, Malkana, royality,toll tax,GST or other taxes imposed by the Government. |
| 10 | Back filling with granular materialbehind abutments, wing wall return walls, and retaining walls/ Breast wallscomplete as per drawing and MORD technical specifications section 1200 and 1600as per directions and entire satisfaction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental. The rate is including octroi, royality, malkana, toll tax, GSTor other taxes imposed by the Government. |
AI Tender Summary
Tender Timeline
Aug 19, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedAug 27, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 28, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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