Housing Urban and Rular Development Government Departments Closing in 24 days TDR #56324709

Tender For Under The State Plan (Chief Ministers Announcement No. 317/2013) Surface Improvement And Reconstruction Work In Vijaypur Pharpani Paidal Marg Conversion In To Motor Road From Km 0.00( Deval Malla) To Km 2.00 And Causeway Construction Work

Issued by Government Departments · Nainital, Uttarakhand
Tender Value
Ref. Documents
Estimated cost
Bid Submission
04 Aug 2026
24 days left
EMD
7.50 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Nainital → Uttarakhand
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Under The State Plan (Chief Ministers Announcement No. 317/2013) Surface Improvement And Reconstruction Work In Vijaypur Pharpani Paidal Marg Conversion In To Motor Road From Km 0.00( Deval Malla) To Km 2.00 And Causeway Construction Work At Sukhi River In Lalkua Assembly Constituency Of Nainital District.

BOQ

Name of Work:- Under the State Plan (Chief Ministers Announcement No. 317/2013) Surface Improvement and reconstruction work in Vijaypur Pharpani Paidal Marg conversion in to motor road from Km 0.00( Deval malla) to Km 2.00 and causeway construction work at Sukhi River in LalKua Assembly Constituency of Nainital District.
Sl. No. Item Description
1Earthwork in Hill Road (Hill Side Cutting) Excavation in soil in Hilly Area Ordinary Rock by mechanical means Excavation in soil and in Hilly Area by mechanical means Without useinng Dozer and not requiring blasting including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per technical Specification Clause 1603.1
2Excavation 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 pecifications Clause 305.1 of MORD Specifiction
3Random 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
4Random 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
5Hand 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)
6Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402
7Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm
820 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
9Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510. By Mechanical Means Case - II : Type B Bitumen (VG-10)
10Construction 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)
11Construction 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 perTechnical Specification Clause 301.5
12Traffic Signs 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 1701.2.3 fixed over aluminium sheeting, 1.5 mm thicksupported 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
13900 mm equilateral triangle
14600 mm circular
15800 mm x 600 mm rectangular
16Direction 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 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
17White 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
18Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for propercompletion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
19Kilometre Stone 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 perdrawing and Technical Specification Clause 1703
20Ordinary Kilometer Stone (Precast)
21200 m stone (precast)
22Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6
23Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions).
24Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil)
25Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as pertechnical specification Clauses 613.4 & 1204
26Stone 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)
27Plain/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
28Supplying, 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 specifications (First revision'2014) and IS 1786:2008 clause no. 1.6)
29Water 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 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 1 as per Technical Specification Clause 405. By Mechanical Means
30Water 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, 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 Mechanical Means
31Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
32Providing 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 complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
33Prime Coat Medium porosity Providing 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.
34Surface 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. 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
35Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)
36Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56324709
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 04-08-2026
Authority
Authority Name Public Works Department
Work Description Tender for Under The State Plan (Chief Ministers Announcement No. 317/2013) Surface Improvement And Reconstruction Work In Vijaypur Pharpani Paidal Marg Conversion In To Motor Road From Km 0.00( Deval Malla) To Km 2.00 And Causeway Construction Work At Sukhi River In Lalkua Assembly Constituency Of Nainital District.
Basic Detail
Tender No 1400/41-M-2/24-25 Dated 24-06-2026
Bidding Type Tender
Location
City Nainital
State Uttarakhand
Key Dates
Publish Date 06 Jul 2026
Submission Date 04 Aug 2026
Open Date 05 Aug 2026
Finance
Tender Value Ref. Documents
Tender Fee 5900
EMD 7.50 Lakhs
Exemption Available
Document List
Vijaypursbd.pdf
6396a951-db3d-41f4-8e8c-55a84bb5f6f5.html
BOQ_114887.xls
Tendernotice_1 (12).pdf

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Tender Timeline

Jul 06, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 04, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 24 days
Aug 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 25 days

Tender Documents

Download All (ZIP) ↓
pdf

Vijaypursbd.pdf

html

6396a951-db3d-41f4-8e8c-55a84bb5f6f5.html

xls

BOQ_114887.xls

pdf

Tendernotice_1 (12).pdf

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