Housing Urban and Rular Development Government Departments Closing in 4 days TDR #58075698

Tender For Restoration Of Rain Damages On Chowga To Khal Road Km 0/0 To 13/705 (Under Pdna-2025) (Sh: Construction of Hume Pipe Culverts Along With W/Wall At Rd 3/400, providing and laying Mt And Plain Cement Concrete R/Walls, B/Walls, Parapets & Pla

Issued by Government Departments · Chamba, Himachal Pradesh
Tender Value
1.25 Crore
Estimated cost
Bid Submission
24 Oct 2026
4 days left
EMD
2.52 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Chamba → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Restoration Of Rain Damages On Chowga To Khal Road Km 0/0 To 13/705 (Under Pdna-2025) (Sh: Construction of Hume Pipe Culverts Along With W/Wall At Rd 3/400, providing and laying Mt And Plain Cement Concrete R/Walls, B/Walls, Parapets & Plain Cement Concrete Drain At Various Rd;S In Km 0/0 To 8/00)

BOQ

Name of Work:- Restoration of rain damages on Chowga to Khal road KM 0/0 to 13/705 (UNDER PDNA-2025) (SH: C/o Hume pipe culverts along with W/wall at RD 3/400, P/L MT and PCC R/walls, B/walls, parapets & PCC Drain at various RD;s in KM 0/0 to 8/00)
Sl. No. Item Description
1Excavation in soil in Hilly Area by mechanical means 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 1603.1The rate includes octroi,royality,Malkana,Toll tax, GST or any other taxes imposed by the Government.
2Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera in all type of classification of soil, comprising of ordinary soil, ordinary rock , hard rock chiseling / wedging out rocks (where blasting is prohibited) as per drawings and MORD technical specification clause 305.1 and as per the directions of the Engineer-in-Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable / approved materials to the original surface in layers not exceeding 150mm one hundred fifty millimeters) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per directions of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate includes octroi,royality,Malkana,Toll tax, GST or any other taxes imposed by the Government.
3Providingand laying Mechanically mixed and vibrated concrete for plain/reinforced concrete nominal mix 1:4:8 ( one cement is to four sand is to eight graded crushed stone aggregate 40 millimeter (forty millimeter) nominal size in or under water and curing complete for 14 (fourteen) days, in open foundations for all type of structures and the like drain etcetera including pumping or bailing out water (surface and sub soil water) dewatering for alldepths and any quantum of water including removal of slush which may arise at the time of laying under water complete for all heights / depths including the cost of form work complete as per drawings and M.O.R.D. technical specification Clauses 802,803,1202 and 1203 or as directed by the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate includes octroi,royality,Malkana,Toll tax, GST or any other taxes imposed by the Government.
4Providing and laying mechanically mixed and vibrated concrete for plain/reinforced concrete in open foundations for all types of structure complete of plain cement concrete grade M-10 (M Ten) nominal mix 1:3:6 (one cement :Three sand :Six graded crushed /broken stone aggregate 40 mm (Forty Milimeters) nominal and below size in or under water including curing complete, pumping or bailing out water ,dewatering removal of slush as required at site which may arrisen at the time of laying under water complete for all heights/depths including the cost of form work, as per drawings and technical specifications Clause 802, 803, 1202 & 1203 and as per the direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals .The rate including of octroi, royality, Malkana, tolltax, or other taxes imposed by the government.
5Providing and laying mechanically mixed and vibrated concrete for plain/ cement concrete in Sub Structure for all type of structure complete using plain cement concrete grade M-15 ( M fifteen) design mix with cement contents not less than 275 kg (two hundred seventy five kilograme) per cubic metre in or under water including curing complete including pumping or bailing out water , dewatering removal of slush as required at site which may arrise at the time of laying under water complete for all heights/ depths including the cost of form work in abutments as per drawings and M.O.R.D. technical specification section 800, 900 and 1200, and as per the direction of Engineer-in-Charge including carriage of material within all leads , lifts and other incidentals .The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.
6Providing and laying concrete for plain/ reinforced Cement concrete 1:2:4 (One Cement : Two Sand : four crushed stone aggregate) 20mm Nominal Mix, P.C.C. grade M-20 (M-Twenty) in open foundations complete as per drawing and technical specifications clause 802, 803,1202 & 1203 including carriage of materials with in all leads, lifts and other incidental .The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.
7Providing and laying mechanically mixed and vibrated concrete for plain/ cement concrete in Type A (concrete Cradlie ) Bedding laying concrete cradle bedding with plain cement concrete grade M-15 ( M fifteen) with cement contents not less than 250 kg (two hundred Fifty kilograme) per cubic metre in or under water including curing complete including pumping or bailing out water , dewatering removal of slush as required at site which may arrise at the time of laying under water complete for all heights/ depths including the cost of form work in abutments as per drawings and M.O.R.D. technical specification section 800, 900 and 1200, and as per the direction of Engineer-in-Charge including carriage of material within all leads , lifts and other incidentals .The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.
8Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 900mm.Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.
9Providing and laying Mechanically mixed and vibrated concrete for plain / reinforced concrete nominal mix 1:5:10 ( one cement is to five sand is to ten graded crushed stone aggregate 40 millimeter (forty millimeter) nominal size in or under water and curing complete for 14 (fourteen) days, in open foundations for all type of structures and the like drain etcetera including pumping or bailing out water (surface and sub soil water) dewatering for all depths and any quantum of water including removal of slush which may arise at the time of laying under water complete for all heights / depths including the cost of form work complete as per drawings and M.O.R.D. technical specification Clauses 802,803,1202 and 1203 or as directed by the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rate includes octroi,royality,Malkana,Toll tax, GST or any other taxes imposed by the Government.
10Backfilling behind retaining wall/breast wall complete as per drawing and technical specification clause 1204.3.8 in granular material within all leads and lift of material as per direction of Engineer-in-Charge and other incidentals. The rate is including royality, Malkana,Toll tax, GST or other taxes imposed by the Government.
11Providing weep holes in brick masonry/stone masonry/plain or reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimeter) dia P.V.C. pipe (Finolex/ Vertex) with slope of I (v): 20(H) towards drainage face complete as per drawing and MORD technical specification section 700 and 1200 including hauling /carriage of materials to various location through all modes of transportation in all leads, lifts and other incidental complete in all respect and as per the direction of Engineer-In-Charge. The rate is including royality, Malkana,Toll tax, GST or other taxes imposed by the Government.
12Preparation of sub grade by dressing to combor (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HP.PWD specifications. The rate is including royality, Malkana,Toll tax, GST or other taxes imposed by the Government.
13Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor mount 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.The rate is including royality, Malkana,Toll tax, GST or other taxes imposed by the Government.
14Providing, 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.The rate is including royality, Malkana,Toll tax, GST or other taxes imposed by the Government.
15Providing 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. The rate is including royality, Malkana,Toll tax, GST or other taxes imposed by the Government.
16Providing and applying tack coat with Bitumen emulsion (RS-I) using emulsion pressure distributor at the rate of 0.275 kg. (zero point two seven five kilogram per Square metre on the prepared granular surface treated with primer and cleaned with hydraulic broom as per M.O.R.D. technical specifications clause 503 and as per the directions of Engineer-in-Charge including carriage of material within all leads , lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is including octroi, royality, GST, toll tax, Sale Tax or other taxes imposed by the government.
17Providing, laying and rolling of close-graded Mix Seal Surfacing material of 25 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) @0.338kg/per ten square meter aggregates using penetration grade bitumen @ i.e. binders content @ 23.75 kg/10sqm or 5.11% by weight and minimum density of MSS should be 2.10 gram/cc to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 KN static roller and finishing to required level and grades as per Technical Specification Clause 509 including all leads, Lifts and carriage of materials complete as per entire satisfication of the Engineer in Charge.The rate is including octroi, royality, GST, toll tax, Sale Tax or other taxes imposed by the government. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58075698
AUTHORITY Government Departments
TENDER VALUE 1.25 Crore
LAST DATE 24-10-2026
Authority
Authority Name Public Works Department
Work Description Tender for Restoration Of Rain Damages On Chowga To Khal Road Km 0/0 To 13/705 (Under Pdna-2025) (Sh: Construction of Hume Pipe Culverts Along With W/Wall At Rd 3/400, providing and laying Mt And Plain Cement Concrete R/Walls, B/Walls, Parapets & Plain Cement Concrete Drain At Various Rd;S In Km 0/0 To 8/00)
Basic Detail
Tender No EE Salooni No. 6351-6400 Dated 09.10.2026
Bidding Type Tender
Location
City Chamba
State Himachal Pradesh
Key Dates
Publish Date 16 Oct 2026
Submission Date 24 Oct 2026
Open Date 24 Oct 2026
Finance
Tender Value 1.25 Crore
Tender Fee 5000
EMD 2.52 Lakhs
Exemption Not Available
Document List
b7357d64-1860-48cb-9422-be23e295d5fc.html
Biddocument.pdf
BOQ_217434.xls
Tendernotice_1.pdf
Tendernotice_2.pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Oct 16, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 24, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Oct 24, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
html

b7357d64-1860-48cb-9422-be23e295d5fc.html

pdf

Biddocument.pdf

xls

BOQ_217434.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender