Tender For Provn Of Black Top Roads At Certain Units Under Ge (N) Mamun At Mamun Mil Stn
Tender Value
52.77 Lakhs
Estimated cost
Bid Submission
13 Nov 2026
12 days left
EMD
1.04 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pathankot → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Provn Of Black Top Roads At Certain Units Under Ge (N) Mamun At Mamun Mil Stn
BOQ
| Sl. No. | Item Description |
| 1 | M&L for surface excavation n.exc 30cm deep and averaging 30cm deep getting out in soft/loose soil outside the MoD land complete all as specified & directed. |
| 2 | Removing excavated material (Soil) to a distance n.exc 50m and depositing where directed at a level not exc. 1.5m above the starting point, complete all as specified and directed. |
| 3 | M&L for rolling and consolidating formation surfaces in cutting with 8 to 12 tonne power roller etc complete all as specified and directed. |
| 4 | Material and Labour for 150 mm thick (spread thickness) soling (or sub base) with broken boulders or quarried stones of size range 100mm to 50mm, interstices filled, surfaces formed and rolled with power roller 8 to 12 tonne and consolidated to required gradient, complete all as specified. |
| 5 | Material and Labour for 200 mm thick (spread thickness) soling (or sub base) with broken boulders or quarried stones of size range 100mm to 50mm, interstices filled, surfaces formed and rolled with power roller 8 to 12 tonne and consolidated to required gradient, complete all as specified. |
| 6 | M&L for Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers 75mm each grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013. |
| 7 | Preparing Wet Mix Macadam surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the surface with gunny bags to remove all loose dirt and applying evenly a priming/tack coat with paving bituminous primer VG-10 @ 10 Kg per 10.00 Sqm of road surface complete all as specified and directed. |
| 8 | Material and Labour for providing premixed bituminous macadam of consolidated thickness (not exceeding 75mm) with paving bitumen any penetration rolled and compacted to required camber and gradient using binder (Bitumen VG-30) content 4% by weight of total mix, mixed in HOT MIX PLANT and laid by using self propelled mechanical paver, rolled and compacted to required camber and gradient using 8 to 12 tonne power roller/tandem vibrating roller to achieve uniform smooth surface etc complete all as specified and directed. Note: The specifications of bituminous macadam shall be as per Para 20.B.3 of SSR Pt-I |
| 9 | Material and Labour for applying evenly a priming/tack coat with paving bitumen VG 10 grade @ 5 Kg per 10Sqm of road surface and laying bituminous premixed semi dense asphaltic concrete 40mm thick (consolidated thickness) using binder (Bitumen VG-30 grade) contents @ 5.5 % by weight of total mix, mixed in Hot mix Plant and laid by using self propelled mechanical paver, rolled and compacted to required camber & gradient using 8 to 12 tonne power roller/tandem vibrating roller to achieve uniform smooth surface complete all as specified and directed.Note: (i) The combined grading of aggregate shall be as per Para 20.B.2.5.4(d) & 20.B.4 of SSR Part-I. (ii) Contractor shall quote his rates by considering binder content @5.5% of total mix by weight. However in case of any variation in weight of binder as per actual design mix, the same shall be paid by the contractor.(iii) Rate deemed to be included for making good of any undulation/damages in wearing surfaces where semi dense asphaltic concrete to be laid) |
| 10 | M&L forming embankments including raising (or lowering) earth, spreading in layers n.exc. 30cm thick; watering, ramming/rolling and consolidated to required gradient and camber with 8 to 10 tonne power roller etc and finishing to required size, shape, etc., n exc. 1.5 m high from base as in road side berm complete all as specified. |
| 11 | M&L for Continuous brick edging (burnt clay bricks of sub class B) with width equal to the width of the brick; laid dry on end vertically complete all as specified and directed. |
| 12 | Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed. |
| 13 | M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysNov 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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