Tender for Tender for Improvement And Damrikaran Of The Junga-Tarakot Motor Road In Km.1,2,3 Under Yamunotri Constituency In Dunda Block Of District Uttarkashi.
Tender Value
1.57 Crore
Estimated cost
Bid Submission
22 Sep 2026
7 days left
EMD
3.74 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Uttar Kashi → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement And Damrikaran Of The Junga-Tarakot Motor Road In Km.1,2,3 Under Yamunotri Constituency In Dunda Block Of District Uttarkashi.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 2 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 3 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 4 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 5 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 6 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction |
| 7 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10 Nominal mix 1:3:6 |
| 8 | Providing concrete in open foundations concrete for plain/ reinforced complete as per drawings and technical specifications 1203 Clause 802. 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) |
| 9 | Providing concrete for plain/ reinforced foundations complete concrete in open as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) |
| 10 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of (As per PWD Engineer-in- charge. Uttarakhand specifications) Gl wire 8 gauge BWG |
| 11 | Making super elevation with lowering in half width & filling in half width including supply of all material, labour, T&P etc required for proper completion of work |
| 12 | Water Bound Macadam with Crushable Screenings WBM Grading 1 Providing , laying , spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading inuniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate , watering and compacting to the required density Grading 1 as per TechnicalSpecification Clause 405. By Mechanical Means |
| 13 | Water Bound Macadam with Crushable Screenings WBM Grading 2 Providing , laying , spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading inuniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate , watering and compacting to the required density Grading 2 as per TechnicalSpecification Clause 405. By Mechanical Means |
| 14 | Water Bound Macadam with Crushable Screenings WBM Grading 3 Providing , laying , spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading inuniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate , watering and compacting to the required density Grading 3 as per TechnicalSpecification Clause 405. By Mechanical Means |
| 15 | Construction of Embankment with Material Obtained from RoadwayCutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 16 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD spec i f i cat i ons (Fi rs revision'2014) and IS 1786:2008 clause no. 1.6) |
| 17 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as perTechnical Specification Clause 508.2 |
| 18 | Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Manual MeansCase - II : Type B V |
| 19 | Tack Coat Providing and applying tack coat with Bi tumen emul s ion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 20 | Road Delineators / Vertical Guide Posts: Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79. |
| 21 | Providing and fixing of retro reflectorised cautionary, mandatory andinformatory sign as per IRC :67 made of Class -B Type IV retroreflectivesheeting fixed over 3mm/4mm thick Aluminium composite material sheetvide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 600 mm equilateral triangle |
| 22 | Providing and fixing of retro reflectorised cautionary, mandatory andinformatory sign as per IRC :67 made of Class -B Type IV retroreflectivesheeting fixed over 3mm/4mm thick Aluminium composite material sheetvide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 600 mm Circular |
| 23 | Providing and fixing of retro reflectorised cautionary, mandatory andinformatory sign as per IRC :67 made of Class -B Type IV retroreflectivesheeting fixed over 3mm/4mm thick Aluminium composite material sheetvide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 800 x 600 mm Rectangle |
| 24 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in positionincluding painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) |
| 25 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in positionincluding painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast) |
| 26 | Providing edge stones of Size 450x350x100 mm on valley side offormation as per drawing and technical specification clause 1608.2.6 |
| 27 | White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 |
| 28 | Providing 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 as complete per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 29 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) |
| 30 | Surface Drains Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades,level s and dimens ions . Excavated material to be used in embankment witha lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysSep 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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