Tender For Improvement And Reconstruction Of Kasiyalekh -Harinagar-Aksoda Motor Road In The Bhimtal Assembly Constituency In Nainital, Km 1 To Km 8. Under Honble Chief Ministers Announcement No. 66/2026 By Pc
Tender Value
Ref. Documents
Estimated cost
Bid Submission
02 Dec 2026
22 days left
EMD
8.47 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
Nainital → Uttarakhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement And Reconstruction Of Kasiyalekh -Harinagar-Aksoda Motor Road In The Bhimtal Assembly Constituency In Nainital, Km 1 To Km 8. Under Honble Chief Ministers Announcement No. 66/2026 By Pc
BOQ
| Sl. No. | Item Description |
| 1 | Hill Side Cutting For Making Road of Regarding In All Type Of soil,Rock,Very Hard Rocks For Making The Road As per Plan & L - Section Including Uorooting And Cutting of Bushes,Dressing of Road Surface, Removal and Disposal Of Surplus / Excavated Matenal And Debries up To Distance Of 10000m. From Road Side As Directed By Engineer-in-Charge As Per P.W.D. Specification Also Including All Labour, Machinery And T&P Etc.Required for Proper Completion of the Work.( SI No.151b.H) |
| 2 | Excavation In Foundation In All Type Of Soil And Rock As With at Site Of Work Including Lead And Lift And Disposal of Surpuls earth As Directed By Engineer Incharge Including labour T&P Etc For Proper Completion of The Work |
| 3 | Random Rubble Stone massonary Laid Dry in Breast Wall,Retaining Walls, Parapets, Scupper Etc Including Supply of Proper Completion of Work |
| 4 | Hand Packed Stone Filling in Localy Available Stone In Back Of Retaining Wall Including Supply of all Materials, Labour And T&P Etc. Required For Proper Completion of The Work |
| 5 | Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 (M-10) |
| 6 | Random rubble masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5) |
| 7 | 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 |
| 8 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. grade M 25 |
| 9 | 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 M O R D s p e c i f i c a t i o n s ( F i r s t revision'2014) and IS 1786:2008 clauseno. 1.6) |
| 10 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.For Grading I Material |
| 11 | WBM Grading 2Providing, 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By By Mechanical Means |
| 12 | WBM Grading 3Providing, 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By By Mechanical Means |
| 13 | Prime Coat Medium porosityProviding and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 14 | Tack CoatProviding and applying tack coat with Bitumen emulsion (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. |
| 15 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 |
| 16 | Seal Coat with EmulsionProviding 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 Type B |
| 17 | Construction of Embankment with Material Obtained from Roadway Cutting 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 Making Super Elevation |
| 18 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications) |
| 19 | Construction of KC Type pucca drain as per drawing including supply of all material, labour,T&P etc. required for proper completion of the work. |
| 20 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means |
| 21 | Retro-Reflectorised Traffic Signs(Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) |
| 22 | 600 mm circular |
| 23 | 800 mm x 600 mm rectangular |
| 24 | Direction and Place Identification signs upto 0.9 sqm size board 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 angle iron 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 |
| 25 | Construction of Parapets plum concrete with 40% plum(approved stone or maximum size 200 mm) & 60% 1:2:4 cement concrete and with base P.C.C. M10 including supply of all material, labour, T&P etc. required for proper completion of the work (As per PWD Uttarakhand specifications as per drawing wide letter no. CEK No. 3812/17 M-K/08 dated 10/04/2011 as directed by engineer in charge |
| 26 | 5th Kilometre Stone (precast) Reinforced 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 |
| 27 | Ordinary Kilometre Stone (Precast) Reinforced 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 |
| 28 | 200 m stone (precast) Reinforced 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 |
| 29 | Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedDec 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysDec 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
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