Indian Tenders

Tender Notice

TDR 54700481
Tendering Authority military engineer services
Tender No 0229/IMA/E8
Tender ID 2026_MES_756458_1
Tender Brief Tender For Special Repair To Roads And Allied Works In North Complex Under Age B/R-Ii At Ima Dehradun
City Dehradun
State Uttarakhand
Document Fees INR 1000 /-
EMD INR 220540.0 /-
Tender Value INR 1.45 Crore /-
Tender Type Works
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender For Special Repair To Roads And Allied Works In North Complex Under Age B/R-Ii At Ima Dehradun

Key Dates

Publish Date 16-03-2026
Last Date of Bid Submission 13-04-2026
Tender Opening Date 15-04-2026

Contact Information

Company Name military engineer services
Contact Person CWE Dehradun
Address HQ CWE Dehradun

BOQ Items

Name of Work:- SPL REPAIR TO ROADS AND ALLIED WORKS IN NORTH COMPLEX UNDER AGE B/R-II AT IMA DEHRADUN
Sl. No. Item Description
1Scarifying existing bituminous road surface to depth exc 50 mm but not exc 150 mm by mechanical means (Milling machine) and removal of scarified materialfrom site surfaces in area exc 400 sqm complete all as specified and directed.
2M&L for preparing black top surface of road by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc.and applying evenly a priming/ tack coat with bituminous primer at 5 Kg per 10 sqm (VG-10) using paving bitumen over black top surface complete all as specified and directed.
3M&L for premix bituminous macadam with binder content of 4% by weight of total mix using paving bitumen VG -30 grade laid/rolled and compacted to required gradient and camber with 8 to 10 tone power roller (consolidated thickness 75 mm or less) complete all as specified and directed.
4M&L for bituminous premix asphaltic semi- dense concrete 30 mm consolidated thickness with 5.5% binder content of paving bitumen (VG - 30 grade) by weight of total mix rolled and compacted, mixed in mechanical hot mixed plant and premixed material, laid with mechanical paver finished including rolling to required camber and gradient complete with 8 to 10 tonne power roller to required compaction complete all as specified and directed.
5S&F in repair cat eye's dual directional reflective of tough poly carbonate of retroreflactive glass beads of colour white /red /yellow side provided with including removal of old unserviceable stud complete all as specified and directed.
6S&F in repair solar road stud having 3 LEDs of colour red/yellow /blue /gree tough pressure dia casted aluminium alloy of size 125 x 125 mm of height 20 mm fixing with epoxy. Led's solar cell battery & light sensor well protected inside under tough unbreakable poly carbonate transparent sheet roof system workable for 3-4 nights after full charge in 8-10 hours including removal of old unseviceable stud complete all as specified and directed.
7S&F in repair for IP 67 grading 4 LED customizable flashing /blinking solar delinators polycarbonate (clear & UV resistart) body mounted on 1m long MS pole 65mm dia powder coated alongwith coated mesh having red, yellow & white coloured (total 3 Nos) reflactive tapes of high intensity solar panel should be mono crystalline /poly crystalline 4 volts /300 MA or above with minimum 48 hrs bakup on flash mode after fully charged including earthwork and fixing in ground with PCC 1:3:6 type C-2, size of PCC block shall be 300 x 300x400mm complete all as specified and directed.
8M&L for preparation of road surfaces and applying thermoplastic paint of minimum 2.5 thick single coat layer as in lines, dashed, arrows, letters etc on roads marking with using 'HOT MARK' thermoplastic paint (Hot application), White /Yellow by indigenous modern propelled road marking mahine as directed including all ingredients such as blinder, glass beads, tianium dioxide, calcium carbonate inter fillers. Thermoplastic required for glass beads shall be as per table No 8004 of MORTH specification including spraying of glass beads etc all as per manufacturer instruction completion includng taking out old layer of paint complete all as specified and directed.
9Demolition of cement concrete in ground floors and pavings and n exc 15 cm thickness (below or above ground level) complete all as specified and directed.
10M & L for PCC 1:4:8 type D-2 using 40 mm graded stone agg as in foundation, filling, mass concrete and sub base of floor complete all as specified and as directed.
11M&L for heavy duty precast prepolished coloured cement concrete cobble stones paver block of size 100 x 100 mm and 80 mm thickness of M-35 grade of fiber reinforced concrete (FRC) with approved colour, design and pattern, thickness & size /shape made by table vibratory method using rubber mould with strong vibratory compaction, complete all as specified and directed.
12M&L for 20 mm thick screed bed or bedding layer of mortar in CM 1:4 for laying floor finishes complete all as specified and directed.
13M & L for broken stone or boulders hardcore of guage n exc 63 mm, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
14M&L for Precast cement concrete 1:2:4 type B-1 using 20 graded stone aggregate as in kerb stones (road side edges) and the like of required shape and as in coping/ bencing including weathering slightly rounded or chamfered angles complete all as specified and directed. Please Enable Macros to View BoQ information

Other Detail

Information Source https://defproc.gov.in/nicgep/app
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