Housing Urban and Rular Development Government Departments Closing in 3 days TDR #56858329

Tender For Balance Work Of Link Road Mandwara To Karol Via Chanouria Basti, Baba Balotu Mandir, Suker And Dadari Km. 0/0 To 5/150 (Sh:- Removal Of Formation Deficiency, In Km 4/019 To 4/120, 4/489 To 4/828, Construction of Retaining Wall At Rd. 4/030

Issued by Government Departments · Kangra, Himachal Pradesh
Tender Value
27.17 Lakhs
Estimated cost
Bid Submission
11 Aug 2026
3 days left
EMD
54300
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Balance Work Of Link Road Mandwara To Karol Via Chanouria Basti, Baba Balotu Mandir, Suker And Dadari Km. 0/0 To 5/150 (Sh:- Removal Of Formation Deficiency, In Km 4/019 To 4/120, 4/489 To 4/828, Construction of Retaining Wall At Rd. 4/030 To 4/046, 4/043.60 To 4/048.60 & Solid Causeway At Rd. 4/525 To 4/540, 4/730 To 4/745, V-Shape Drain At Rd. 0/419 To 4/040, 4/043 To.60 To 4/120, 4/489 To 4/525, 4/540 To 4/730, 4/745 To 4/828 (Rhs), 900Mm Dia Hume Pipe Culvert At Rd. 4/040 And 0/185 Providing And Laying Gsb,Wearing (G-Ii & G-Iii) And Premix Carpet With Seal Coat In Km. 4/019 To 4/120, 4/489 To 4/828) Under Mmsy.

BOQ

Name of Work:- Balance work of link road Mandwara to Karol via Chanouria Basti, Baba Balotu Mandir, Suker and Dadari Km. 0/0 to 5/150 (SH:- Removal of Formation Deficiency, in Km 4/019 to 4/120, 4/489 to 4/828, c/o Retaining wall at Rd. 4/030 to 4/046, 4/043.60 to 4/048.60 & solid causeway at Rd. 4/525 to 4/540, 4/730 to 4/745, V-shape drain at RD. 0/419 to 4/040, 4/043 to.60 to 4/120, 4/489 to 4/525, 4/540 to 4/730, 4/745 to 4/828 (RHS), 900mm dia hume pipe culvert at Rd. 4/040 and 0/185 providing and laying GSB,wearing (G-II & G-III) and premix carpet with seal coat in Km. 4/019 to 4/120, 4/489 to 4/828) under MMSY.
Sl. No. Item Description
1Excavation for road way in hilly areas in all heights and depths and in all kinds of soil by manual/ mechanical means, including saturated soil comprising of ordinary soil, ordinary rock, soft rock, hard rock chiseling or wedging out rock (where blasting is prohibited) and their intermediate classification of soil complete including setting out true to the required lines grades, cutting width and trimming of side slopes, camber, super elevation and levels as shown in the drawings and as directed by the Engineer-in Charge complete according to the MORD Technical Specification Section 300 and 1600 and sorting out and stacking of useful materials with in all leads and lifts in acquired road width and transporting of un-useful materials for filling in road ways, camber, embankments for grade improvements and disposal of all surplus materials to the approved dumping sites through all modes of transportation including head load or animal transport or by mechanical means including leveling, fine dressing and carriage of machineries, materials, tools, equipments and shingle measures and other incidentals necessary to complete the work by mechanical means and labour if required.All useful material such as stones shungle, aggregate and slates etcetra shall be sorted out and stacked in proper stack. Recovery of stones to the tune of 150.00 cubic meter quantity at the rate of Rs. 300/- only (Rupees three hundred only) per cubic meter shall be effected from the contractors running bills on pro-rata basis as per actual quantity executed. Any loss to the public/private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be compensated by him to all cases as per the entire satisfaction and direction of Engineer - in - Charge. The rates inclusive of octori, royality, Malkhana, toll taxes and any other taxes imposed excluding GST by the Government.
2Earth work in excavation in foundation for all types of structures such as retaining walls, breast walls, culverts, drains, parapets and other similar structures in all kinds and classification of soil, including saturated soil comprising of ordinary mix soil, ordinary rock, hard rock, chiseling/wedging out rocks (where blasting is prohibited) complete in accordance with the lines and dimensions shown on the drawings, including setting out, construction of shoring, bracing, removal of stumps and other deleterious materials and disposal of excavated material upto any leads and lifts including dressing of sides and bottom and obstructions necessary for placing the foundations, trimming, leveling ramming and watering bottom of excavation and back filling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 15cm (fifteen centimeter) compacted thickness including shoring and strutting and pumping or bailing out water (surface and sub-soil water) up to any depth and any quantum of water and cleaning of slush which may arise out during dewatering complete as per drawing and MORD Technical Specification clause 305.1 and as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rates inclusive of octori, royality, Malkhana, toll taxes and any other taxes imposed excluding GST by the Government.
3Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate) 40 mm (forty millimetre) nominal size.in retaining wall including the cost of centering, shuttering and finishing complete as per approved drawing, design, specifications and as per directions and entire satisfaction of the Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. The rates inclusive of octori, royality, Malkhana, toll taxes and any other taxes imposed excluding GST by the Government.
4Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimetres) diameters P.V.C. pipe extending through the full width of the structure with slope of 1(v):20(H) towards drawing face complete as per drawing and technical specifications Clause 614, 709, 1204.3.7 , as per direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rates inclusive of octori, royality, Malkhana, toll taxes and any other taxes imposed excluding GST by the Government.
5Back filling behind abutment, wing wall and return wall complete as per drawing & Technical Specification Clause-1204.3.8 Granular material and as per the entire satisfaction and direction of Engineer – in- Charge including carriage of materials within all leads, lifts and other incidental. The rates inclusive of octori, royality, Malkhana, toll taxes and any other taxes imposed excluding GST by the Government.
6Providing and laying mechanically mixed and vibrated cement concrete 1:4:8 (one cement isto four sand isto eight graded crushed stone aggregate 40mm (forty millimeter) nominal size) for plain cement concrete, in or under water in open foundation for all types of structures, including pumping or bailing out water/ dewatering (surface/sub-soil water) and including removal of slush which may arise at the time of laying under water for all heights/depth and any quantum of water including cost of form work and curing complete as per drawing and MORD technical specification 802, 803, 1202 & 1203 and as per the direction and the entire satisfaction of Engineer-in-Charge, including carriage of material with in all leads lifts and other incidentals. The rate is including Royality, Malkhana, Octroi, Toll Tax, Sale Tax, or any other taxes imposed excluding GST by the Government.
7Providing and laying mechanically mixed and vibrated concrete for plain cement concrete nominal mix 1:3:6 (One cement isto three sand isto six graded crushed stone aggregate 20mm (twenty millimeter) nominal size), on ground or under water for all type of structure, in drain,edge wall and the like etcetera complete including pumping or bailing out water, dewatering (surface/sub soil water)including removal of slush which may arise at time of laying concrete for all heights/depths including cost of form work and curing complete for 14 (fourteen) days as per drawing and MORD Technical specification section 800, 900, 1200 and 1600 as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rates inclusive of octori, royality, Malkhana, toll taxes and any other taxes imposed excluding GST by the Government.
8Providing and laying mechanically mixed and vibrated concrete for plain cement concrete in substructure Grade M-15 (M-Fifteen) Nominal mix 1:2½:5 (one cement : two and half sand : five graded crushed stone aggregate (40mm) forty millimeters nominal size)on ground or under water, including pumping or bailing out water/ dewatering (surface and sub-soil water) and removal of the slush which may arise at the time of laying concrete, for all heights/depths and any quantum of water, toe wall and parapets etcetera including cost of form work and curing complete as per drawing and MORD technical specification section 800, 900 and 1200 and as per the direction and the entire satisfaction of Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidentals. The rates inclusive of octori, royality, Malkhana, toll taxes and any other taxes imposed excluding GST by the Government.
9Providing and laying cement concrete 1:2:4 (1 cement:2 Sand:4 graded stone aggregate 20mm nominal size) and curing complete mechanically mixed and vibrated including cost of form work in open foundation as per approved specification, drawing and design complete upto floor all level within all leads, lifts of materials and other. incidentals and as per approved drawing, design and as directed by the Engineer-in-Charge.The rate is including Royality, Malkhana, Octroi, Toll Tax, Sale Tax, or any other taxes imposed excluding GST by the Government.
10Providing and laying (to level or slope) 900mm (Nine Hundred millimeter) diameter ISI marked reinforced cement concrete heavy duty non pressure pipes I.S class NP-2 as per design for culverts first class bedding of granular material in single row including providing and fixing collar with cement mortar 1:2 (one cement : two sand) but excluding the cost of excavation, protection works, back filling, concrete bedding and masonary work in head walls and parapets etcetera as per drawing and MORD technical specification as section 1100 as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rates inclusive of octori, royality, Malkhana, toll taxes and any other taxes imposed excluding GST by the Government.
11Providing and laying mechanically mixed and vibrated plain/reinforced cement concrete pavement Grade-M-25 (M-Twenty five) design mix with minimum cement contents of 404 Kg (Four hundred four Kilogram) in open foundation as per drawing and MORD technical specification clause 802, 803, 1202 and 1203 including the cost of form work and curing complete but excluding cost of reinforcement for reinforced concrete work as per satisfaction and direction of Engineer-in-Charge, including carriage of materials up to all leads, lifts. The rates inclusive of octori, royality, Malkhana, toll taxes and any other taxes imposed excluding GST by the Government.
12Loosening of the ground up to a level of 300mm (Three hundred millimeter) below the sub-grade level, watered graded with motor grader and compacted in layers to meet the requirements of Table 300.1 and 300.2 with three wheel 80-100 (eighty - One Hundred) kN static roller for sub-grade construction as per MORD Technical specification section 300 and as per direction and the entire satisfaction of the Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rates inclusive of octori, royality, Malkhana, toll taxes and any other taxes imposed excluding GST by the Government.
13Construction of Granular sub base 175mm (one hundred seventy five millimeter) compacted thickness by providing well graded material as per table 400.1, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with three wheel 80-100 (eighty – oneHundred) kN static roller to achieve the desired density, complete as per MORD technical specification section 400 for grading-I material and as per the direction and entire satisfaction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rates inclusive of octori, royality, Malkhana, toll taxes and any other taxes imposed excluding GST by the Government.
14Providing, laying, spreading by mechanically means and compacting to 75mm (seventy five millimeter) compacted thickness, crushed stone aggregates of Grading-II, 63mm to 45mm (sixty three millimeter to forty five millimeter) nominal size to water bound macadam specification including spreading in uniform thickness using templates, hand packing rolling with three wheeled roller 80-100 (eighty - one hundred) kN static weight in stages to proper grade and camber including applying and brooming stone screening Type-B of size 11.2 mm (eleven point two millimetre) nominal size at the rate of 0.20 (zero point two zero) cubic metre per 10 Sqm. (ten square metre) and binding material at the rate 0.06(Zerro point Zero six)cubic metre per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MORD Technical specification section 400 and as per direction and satisfaction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rates inclusive of octori, royality, Malkhana, toll taxes and any other taxes imposed excluding GST by the Government.
15Providing, laying, spreading by mechanically means and compacting to 75mm (seventy five millimeter) compacted thickness, stone aggregates of Grading-III, 53mm to 22.4mm (fifty three to twenty two point four millimeter) size to water bound macadam specification including spreading in uniform thickness, using template, hand packing motor grader, rolling with three wheeled roller 80-100 (eighty to one hundred) kN static weight in stages to proper grade and camber including applying and brooming stone screening type-B of size 11.2mm (eleven point two millimetre) nominal size at the rate of 0.18cum (zero point one eight cubic metre) per ten square metre to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MORD Technical specification section 400 and as per entire satisfaction and direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkhana, Octroi, Toll Tax, Sale Tax, or any other taxes imposed excluding GST by the Government.
16Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface with hydroulic brooms and spraying primer with bitumen emulsion pressure distributor at the rate of 0.85 kg (zero point eight five kilogram) per square meter as per MORD Technical specification section 500, as per the entire satisfaction and direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkhana, Octroi, Toll Tax, Sale Tax, or any other taxes imposed excluding GST by the Government.
17Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kgs (Zero twenty five into Zero decimal three Zero kilogramme) per square metre on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. as per direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate is including Royality, Malkhana, Octroi, Toll Tax, Sale Tax, or any other taxes imposed excluding GST by the Government.
18Providing, laying and rolling of open graded premix carpet of 20mm (twenty millimeter) thickness, composed of type-A 13.2mm to 5.6mm (thirteen point two millimeter to five point six millimeter) aggregates at the rate of 0.27 cum (zero point two seven cubic meter) premixed with bitumen binder Viscosity grade -Ten (VG-10(Ten) bitumen, at the rate of 14.6 kgs (fourteen point six kilogram) per 10 (ten) square meter of road surface, to the required line, grade and level to serve as wearing coarse on a previously prepared base including mixing in hot mix plant of 30/40 (thirty/forty) tonne per hour capacity transporting mixed materials with tipper and laying with paver finisher hydrostatic with sensor attachment and rolling with three wheeled 80-100 (eighty to hundred) kN static roller finished to required level and grades to be followed by seal coat of type-B complete as per MORD Technical specification clause 508 and as per the entire satisfaction and direction of Engineer-in-Charge excluding the cost of tack coat and seal coat but including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkhana, Octroi, Toll Tax, Sale Tax, or any other taxes imposed excluding GST by the Government.
19Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross falls using Type-B as per technical specification clause 510 using bitumen VG-10 (viscosity grade-ten) at the rate of 6.80kg (six point eight zero kilogramme) premixed with 0.06 (zero point zero six) cubic meter of fine aggregate per 10 Sqm. (Ten square meter) of road surface heated in mini hot mix plant and laying manually of mixed material and rolling with power road roller 80-100 (eighty to hundred) tonne capacity kN static roller, as per the entire satisfaction and direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkhana, Octroi, Toll Tax, Sale Tax, or any other taxes imposed excluding GST by the Government. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56858329
AUTHORITY Government Departments
TENDER VALUE 27.17 Lakhs
LAST DATE 11-08-2026
Authority
Authority Name Public Works Department
Work Description Tender for Balance Work Of Link Road Mandwara To Karol Via Chanouria Basti, Baba Balotu Mandir, Suker And Dadari Km. 0/0 To 5/150 (Sh:- Removal Of Formation Deficiency, In Km 4/019 To 4/120, 4/489 To 4/828, Construction of Retaining Wall At Rd. 4/030 To 4/046, 4/043.60 To 4/048.60 & Solid Causeway At Rd. 4/525 To 4/540, 4/730 To 4/745, V-Shape Drain At Rd. 0/419 To 4/040, 4/043 To.60 To 4/120, 4/489 To 4/525, 4/540 To 4/730, 4/745 To 4/828 (Rhs), 900Mm Dia Hume Pipe Culvert At Rd. 4/040 And 0/185 Providing And Laying Gsb,Wearing (G-Ii & G-Iii) And Premix Carpet With Seal Coat In Km. 4/019 To 4/120, 4/489 To 4/828) Under Mmsy.
Basic Detail
Tender No 2222-50 dt 01.08.2026
Bidding Type Tender
Location
City Kangra
State Himachal Pradesh
Key Dates
Publish Date 06 Aug 2026
Submission Date 11 Aug 2026
Open Date 12 Aug 2026
Finance
Tender Value 27.17 Lakhs
Tender Fee 2000
EMD 54300
Exemption Not Available
Document List
10.pdf
691401a0-ca6c-4dd5-8399-520ab89ec5e7.html
BOQ_208658.xls
Tendernotice_1 (11).pdf

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Tender Timeline

Aug 06, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 11, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Aug 12, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

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pdf

10.pdf

html

691401a0-ca6c-4dd5-8399-520ab89ec5e7.html

xls

BOQ_208658.xls

pdf

Tendernotice_1 (11).pdf

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