Tender For Strengthening Work From Km 1.00 To Km 15.00 Of Bijorapani Kunjhkhal Kolakhal Paniya Basdang Jaikot Major District Road Proposed Under Crif In Chaubattakhal Constituency Of District Pauri Garhwal Ofuttarakhand
Tender Value
Ref. Documents
Estimated cost
Bid Submission
12 Nov 2026
2 days left
EMD
22.88 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
Pauri Garhwal → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Tender for Strengthening Work From Km 1.00 To Km 15.00 Of Bijorapani Kunjhkhal Kolakhal Paniya Basdang Jaikot Major District Road Proposed Under Crif In Chaubattakhal Constituency Of District Pauri Garhwal Ofuttarakhand
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 04-Nov-2026 | other | Other | 12-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Hill Side Cutting :- |
| 2 | Excavation in hill side cutting in all type of soil and rock which may be met at site for making the road as per plan and L-section with reference to level and back cutting pillars fixed at site including all leads & lift and disposal of excavated materials and also including jungles clearance and uprooting of trees complete and also including supply of all materials labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge. |
| 3 | Retaining Wall/Breast Wall :- |
| 4 | 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 |
| 5 | 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) |
| 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 technicalspecifications Clause 802, 803, 1202 & 1203 of MORD Specifiction |
| 7 | Random Rubble Stone Masonry laid Dry, inbreast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses702, 704, 1202 & 1203 of MORD Specifiction |
| 8 | Retaining Walls / Breast Walls Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 Stone masonry in cement mortar 1:5 |
| 9 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120mm, mesh wire diameter 2.7mm/3.7mm, edge/selv edge wire diameter 3.4/4.4mm and lacing wire diameter 2.2/3.2mm. (The work includes filling boulders in the gabions) |
| 10 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 11 | Construction of Culvert :- |
| 12 | 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 |
| 13 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 With Batching Plant, Transit Mixer and Concrete Pump |
| 14 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump |
| 15 | Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specifications RCC Grade M25 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump |
| 16 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 17 | Filler jointProviding and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm,covered with sealant complete as per drawing and technical specifications. |
| 18 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 19 | 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 |
| 20 | 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) |
| 21 | Construction of Katcha/Pucca Drain :- |
| 22 | Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25 metres)) Mechanical means |
| 23 | 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 |
| 24 | PCC 1:3:6 in Foundation (Plain cement concrete 1 : 3 : 6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 25 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m |
| 26 | Construction of Parapets :- |
| 27 | 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 |
| 28 | PCC 1:3:6 in Foundation (Plain cement concrete 1 : 3 : 6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 29 | 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 |
| 30 | 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 |
| 31 | Interlocking Tile Work :- |
| 32 | 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 |
| 33 | PCC 1:3:6 in Foundation (Plain cement concrete 1 : 3 : 6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 34 | Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical SpecificationClause 1504. |
| 35 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m |
| 36 | Pavement Work :- |
| 37 | 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 in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushablescreening to fill-up the interstices of coarse aggregate, watering and ompacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means |
| 38 | Providing and applying primer coat with SS1grade bitumin emulsion on prepared surface of granular base including clearing of road surface and spraying primer @0.70 kg/sqm using mechanical means |
| 39 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom |
| 40 | Dense Graded Bituminous Macadam-II (Providing and laying dense gradedbituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 completein all respects |
| 41 | Bituminous Concrete Bituminous Concrete Grading -II (Providing and laying bituminous concrete with higher capacity batch type hot mix plant usingcrushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 completein all respects) |
| 42 | Patri Filling Work :- |
| 43 | Maintenance of Earth Shoulder (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor) |
| 44 | Km stone & HM Stone :- |
| 45 | Kilometre StoneReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 5th Kilometre Stone (precast) |
| 46 | Kilometre StoneReinforced cement concrete M15 grade kilometre stone/local stone of standarddesign as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) |
| 47 | Kilometre StoneReinforced cement concrete M15 grade kilometre stone/local stone of standarddesign as per IRC:8 fixing in position including painting and printing, etc asper drawing and Technical Specification Clause 1703 200 m stone (precast) |
| 48 | Road Signage Work :- |
| 49 | Traffic Signs Retro-reflectorised Traffic Signs Providing and fixing of retro - reflectoried cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 900 mm equilateral triangle |
| 50 | Traffic Signs Retro-reflectorised Traffic Signs Providing and fixing of retro - reflectoried cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mmfirmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and TechnicalSpecification Clause 801 600 mm circular |
| 51 | Direction and Place Identification signs upto 0.9 sqm size board Retro reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angleiron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 52 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35.The finished surface to be level,uniform and free from streaks and holes. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 04, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 12, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysTender Documents
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