Housing Urban and Rular Development Government Departments Closing in 1 days TDR #56462905

Tender For Macadamization Of Chinar Mohalla To Qilla Mohalla Km 1St Rd (300-600) Km 2Nd Rd (0-250) (Under City And Town Roads 2026-27)

Issued by Government Departments · Doda, Jammu and Kashmir
Tender Value
38.48 Lakhs
Estimated cost
Bid Submission
29 Jul 2026
1 days left
EMD
76960
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Macadamization Of Chinar Mohalla To Qilla Mohalla Km 1St Rd (300-600) Km 2Nd Rd (0-250) (Under City And Town Roads 2026-27)

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 24-Jul-2026 Date Date 29-Jul-2026

BOQ

Name of Work:- Macadamization of Chinar Mohalla to Qilla Mohalla Km 1st RD (300-600) Km 2nd RD (0-250) (Under City and Town Roads 2026-27)
Sl. No. Item Description
1Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density G-II
2Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm
3Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A)
4Supplying and stacking at site Good Earth
5Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density G-III
6Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm
7Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B)
8Supplying and stacking at site Good Earth
9Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm
10Providing and laying bituminous macadam 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 50 to 100 mm average compacted thickness 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
112.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt
12Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm 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 including rolling and finishing with road all complete
13Burm dressing by way of Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
14Painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats)
15Providing and fixing Glow studs of size 100x20mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact Polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by Engineer-in-charge. The Glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35 +/- 5 degrees to base. The reflective panels on both sides with at least 12cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS : 873 part 4 : 1973. The studs shall be fixed to the road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
16Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in- Charge. Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm
17Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in- Charge. Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm
18Carriage of Materials
19Stone screening for an Avg. distance of 32 Kms by MT
20Stone for an Avg. distance of 5 Kms by MT
21Good Earth for an Avg. distance of 1 Kms by MT Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56462905
AUTHORITY Government Departments
TENDER VALUE 38.48 Lakhs
LAST DATE 29-07-2026
Authority
Authority Name Public Works Department
Work Description Tender for Macadamization Of Chinar Mohalla To Qilla Mohalla Km 1St Rd (300-600) Km 2Nd Rd (0-250) (Under City And Town Roads 2026-27)
Basic Detail
Tender No e-NIT No. 60 of 2026-27 Dt. 14-07-2026
Bidding Type Tender
Location
City Doda
State Jammu and Kashmir
Key Dates
Publish Date 24 Jul 2026
Submission Date 29 Jul 2026
Open Date 30 Jul 2026
Finance
Tender Value 38.48 Lakhs
Tender Fee 600
EMD 76960
Exemption Not Available
Document List
BOQ_1028061.xls
daa982b5-b29d-4424-8889-048896145ad1.html
Tendernotice_1 (10).pdf

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Tender Timeline

Jul 24, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 29, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 1 day
Jul 29, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Jul 30, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_1028061.xls

html

daa982b5-b29d-4424-8889-048896145ad1.html

pdf

Tendernotice_1 (10).pdf

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