Housing Urban and Rular Development Government Departments Closing in 8 days TDR #56534416

Tender For Reconstruction And Improvement Work Of The Motor Road From Gram Sabha Bhauna To Badunda Named Tok Kathud Talla Bhauna Sukhsemla Lunthru Kurali Under Development Block Bhilangana Of Ledgislative Assembly Constituency Ghansali Of District Te

Issued by Government Departments · Tehri Garhwal, Uttarakhand
Tender Value
2.07 Crore
Estimated cost
Bid Submission
05 Aug 2026
8 days left
EMD
4.15 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Reconstruction And Improvement Work Of The Motor Road From Gram Sabha Bhauna To Badunda Named Tok Kathud Talla Bhauna Sukhsemla Lunthru Kurali Under Development Block Bhilangana Of Ledgislative Assembly Constituency Ghansali Of District Tehri Garhwal Under State Sector.

BOQ

Name of Work:- Reconstruction and improvement work of the Motor Road from Gram Sabha Bhauna to Badunda named Tok Kathud Talla Bhauna Sukhsemla Lunthru Kurali under development block Bhilangana of ledgislative assembly constituency Ghansali of district Tehri Garhwal under state Sector.
Sl. No. Item Description
1Earth Work in excavation in hill side cutting in all types of soil & rocks including all lead & lift including supply of all material labour T & P etc complete.
2Making Super Elevation including Filling and making coolie walling with approved material deposited at site from road way cutting and excavated from road way cutting and excavated from drain and foundation of other structure graded and compacted to meet required to complete work.
3Cutting in earth all sorts of soil
4Earth & Boulder Filling
5Coolie Walling
6WBM Grading 1Providing, 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. 45-90mm By Manual Means
7WBM 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 45-63mm By Manual Means
8WBM 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. 22.4-53mm By Manual Means
9Prime Coat Low 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
10Tack 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
1120 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
12Seal CoatProviding 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 510By manual Means Case-II : Type B: Bitumen (VG-10)
13Excavation 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
14Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix M10 (1:3:6)
15Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix M15 (1:2.5:5)
16Kutcha DrainSurface Drains in SoilConstruction 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
17Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5)
18Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 1:2:4
19Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25
20Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
21Hand 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)
22Providing 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
23Random 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
24Random 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
25Cement 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
26Providing 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).
27White 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
28Kilometre 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
29Ordinary Kilometer Stone (Precast)
30200 m stone (precast)
31Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6
32Retro-Reflective Traffic Signs with Type IV retro- reflective Sheet Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide 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 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67
33600 mm equilateral triangle
34600 mm Circular
35800 x 600 mm Rectangle Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56534416
AUTHORITY Government Departments
TENDER VALUE 2.07 Crore
LAST DATE 05-08-2026
Authority
Authority Name Public Works Department
Work Description Tender for Reconstruction And Improvement Work Of The Motor Road From Gram Sabha Bhauna To Badunda Named Tok Kathud Talla Bhauna Sukhsemla Lunthru Kurali Under Development Block Bhilangana Of Ledgislative Assembly Constituency Ghansali Of District Tehri Garhwal Under State Sector.
Basic Detail
Tender No 2841/04Cash-Tender-8/2026 Dated 09-07-2026
Bidding Type Tender
Location
City Tehri Garhwal
State Uttarakhand
Key Dates
Publish Date 17 Jul 2026
Submission Date 05 Aug 2026
Open Date 06 Aug 2026
Finance
Tender Value 2.07 Crore
Tender Fee 5900
EMD 4.15 Lakhs
Exemption Not Available
Document List
67e39413-b918-42a9-b191-4571b5a344c3.html
Bid_Kurali.pdf
BOQ_115115.xls
Tendernotice_1 (17).pdf

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Tender Timeline

Jul 17, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days
Aug 06, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

Download All (ZIP) ↓
html

67e39413-b918-42a9-b191-4571b5a344c3.html

pdf

Bid_Kurali.pdf

xls

BOQ_115115.xls

pdf

Tendernotice_1 (17).pdf

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