Housing Urban and Rular Development Government Departments Closing in 3 days TDR #57736153

Tender For Balance Work For Construction Of Road From Ziyarat Shareef Baba Dawood Khaki Brinal To Khargund.( Nabard Ridf Xxvii )

Issued by Government Departments · Kulgam, Jammu and Kashmir
Tender Value
51.30 Lakhs
Estimated cost
Bid Submission
06 Oct 2026
3 days left
EMD
1.02 Lakhs
Bank guarantee accepted
Document Fee
1600
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Kulgam → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Balance Work For Construction Of Road From Ziyarat Shareef Baba Dawood Khaki Brinal To Khargund.( Nabard Ridf Xxvii )

BOQ

Name of Work:- Balance Work for construction of Road from Ziyarat Shareef Baba Dawood Khaki Brinal to khargund.( NABARD RIDF XXVII )
Sl. No. Item Description
1Engagment of JCB and tractors for removal of earthen humps , construction material dumping at site by locals, animal waste etc complete job
2Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil
3Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
4Beyond 30 cm girth upto and including 60 cm girth.
5Beyond 60 cm girth upto and including 120 cm girth.
6Providing and laying of Nallah MUCK/RBM including watering dressindg ramming and Consolidation with PRR 8-10 TON Capacity incl carriage of same from approved source upto site of work complete.
7P/L WBM base course with stone aggregate of 63-45mm size, stone screening 13.2 mm size and binding material asper morth specifications i/c screening sorting and spreading to template and consolidation using PRR of 8-10 tonne capacity including all carriages upto the site with compacted thiockness 75mm
8Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge i/c all carriages(in two layers)
9Providing and laying 50 mm compacted thick bituminous macadam with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge i/c all carriages complete including tack coat complete job.
10Providing and laying semi- dense Bituminous concrete of 25 mm compacted thickness with bitumen of grade VG-10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.
11Providing and laying 6mm thick seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface (0.768 Kg of Bitumen per SQm of Road surace including hot mixing of fine aggregate and bitumen in Hot mix plant transporting the mixed material from plant site by mechanical transport upto site of work , laying the mixed material with paver finisher to required level and grade rolling with road roller to acheive desired compaction incld: cost and carriage of all material hire charges by machaniary and all taxes
12P/L of RCC Spun pipes in trenches with proper cushions i/c excavation and refilling of trenches with proper cushion. All carriages of pipes i/c loading, unloading and stacking complete
1318\\" dia
14Providing and Laying of khak bajri/RBM/crushed stone ballast in berms including dressing, watering and consolidation with PRR including all carriages complete.
15Drain
16Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earthband disposal of surplus excavated earth as directed. (in all kinds of soils).
17P/L Stone Soling of Specified size duely hand packed incl. all carriages and loading/unloading.
18Providing and Laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 mix. Incld all carriages
19Providing and laying in position cement concrete 1:3:6 ((1 Cement:3 Coarse sand: 6grade stone aggregate 20 mm nominal size crushed including curing but excluding the cost of centring and shuttering. All work upto plinth level including all carriages complete
20Centering and Shuttering including strutting, propping etc. and removal of the same for foundatons.
21Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50mm thick incl: all caariages
22P/L of 12 mm thick cement plaster in 1:4 mix incld all carriges Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57736153
AUTHORITY Government Departments
TENDER VALUE 51.30 Lakhs
LAST DATE 06-10-2026
Authority
Authority Name Public Works Department
Work Description Tender for Balance Work For Construction Of Road From Ziyarat Shareef Baba Dawood Khaki Brinal To Khargund.( Nabard Ridf Xxvii )
Basic Detail
Tender No 71/2026-27/RnB/Kul/7085-95 Dtd 26-09-2026
Bidding Type Tender
Location
City Kulgam
State Jammu and Kashmir
Key Dates
Publish Date 26 Sep 2026
Submission Date 06 Oct 2026
Open Date 07 Oct 2026
Finance
Tender Value 51.30 Lakhs
Tender Fee 1600
EMD 1.02 Lakhs
Exemption Not Available
Document List
80db1d35-e950-4070-b755-67d07586793b.html
BOQ_1102820.xls
Tendernotice_1 (22).pdf

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Tender Timeline

Sep 26, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 06, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Oct 07, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
html

80db1d35-e950-4070-b755-67d07586793b.html

xls

BOQ_1102820.xls

pdf

Tendernotice_1 (22).pdf

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