Housing Urban and Rular Development Government Departments Closing in 2 days TDR #57215553

Tender For Improvement Of Internals Roads Via Bc (Bituminous Concrete) Surfacing In The Rajpura-Subhashnagar, Tikonia, And Malla Gorakhpur Areas Of The Haldwani Assembly Constituency (Nainital District) Under The State Plan. (Residual Work)

Issued by Government Departments · Nainital, Uttarakhand
Tender Value
Ref. Documents
Estimated cost
Bid Submission
15 Sep 2026
2 days left
EMD
3.65 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
Not Available
Quantity
Not Available

Project Description

Tender for Improvement Of Internals Roads Via Bc (Bituminous Concrete) Surfacing In The Rajpura-Subhashnagar, Tikonia, And Malla Gorakhpur Areas Of The Haldwani Assembly Constituency (Nainital District) Under The State Plan. (Residual Work)

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 08-Sep-2026 corrigendum in Technical Bid (qualification criteria) Technical Bid 15-Sep-2026

BOQ

Name of Work:- Improvement of internals roads via BC (Bituminous Concrete) surfacing in the Rajpura-Subhashnagar, Tikonia, and Malla Gorakhpur areas of the Haldwani Assembly constituency (Nainital district) under the State Plan. (Residual work)
Sl. No. Item Description
1Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (Mord 4-9)
2Providing 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 (Mord 5-1-1)
3Providing 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.
4Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
5Bituminous Macadam with Hot in Plant Recycling (HIP)- Providing and laying Bituminous macadam with the use of asphalt mixing plant using crushed aggregates of grading as per Table 500.4, premixed with bituminous binder and warm mix additive, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 using the Warm Mix (WMA) Asphalt Technlogy as per IRC:SP: 101-2009. (Bitumen VG-10 @ 3.3% of the weight of mix and warm mix additive @ 0.4% of the weight of bitimen have been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD Grading II- 10mm using VG-30 bitumen (Bitumious binder @ 3.3% of mix)
6Bituminous Concrete with Hot in Plant Recycling (HIP)- Providing and laying Bituminous Concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and warm mix additive @ 0.4% by weight of bitumen, 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. 509 complete in all respects, Grading II- 10mm using VG-30 bitumen (Bitumious binder @ 5.4% of mix)
7Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thickess 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. (MISCELLANEOUS 5-10)
8Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer. (MISCELLANEOUS 5-2)
9Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately (Mord 2-15)
10Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. (Mord 6-7-1 )
11Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4. (Mord 11-4-3-1) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57215553
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 15-09-2026
Authority
Authority Name Public Works Department
Work Description Tender for Improvement Of Internals Roads Via Bc (Bituminous Concrete) Surfacing In The Rajpura-Subhashnagar, Tikonia, And Malla Gorakhpur Areas Of The Haldwani Assembly Constituency (Nainital District) Under The State Plan. (Residual Work)
Basic Detail
Tender No 1812/41-M-2/25-26 Dated 14-08-2026
Bidding Type Tender
Location
City Nainital
State Uttarakhand
Key Dates
Publish Date 08 Sep 2026
Submission Date 15 Sep 2026
Open Date 01 Jan 0001
Finance
Tender Value Ref. Documents
Tender Fee 5900
EMD 3.65 Lakhs
Exemption Not Available
Document List
BOQ_117244.xls
fdb39455-d41b-4220-8049-f82293b7f97f.html
sbdraj.pdf
Tendernotice_1 (22).pdf

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Tender Timeline

Sep 08, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 15, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 2 days
Sep 15, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_117244.xls

html

fdb39455-d41b-4220-8049-f82293b7f97f.html

pdf

sbdraj.pdf

pdf

Tendernotice_1 (22).pdf

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