Tender For Provn Of Road From R & R (Aagosh) To Makhan Gate At Leimakhong Mil Stn Under Ge 869 Ews.
Tender Value
25.30 Lakhs
Estimated cost
Bid Submission
19 Oct 2026
16 days left
EMD
50600
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
leimakhong → Manipur
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Road From R & R (Aagosh) To Makhan Gate At Leimakhong Mil Stn Under Ge 869 Ews.
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed. |
| 2 | Excavation over areas, not exceeding 1.50 m deep and getting out in soft/loose soil complete all as specified and as directed. |
| 3 | Removing excavated material to a distance n.exc 50M and deposited/ spreaded where directed at a level n. exc 1.5 M above the starting point complete all as specified and as directed . |
| 4 | Rolling and consolidating formation surfaces in cutting using 8 to 12 tonne smooth wheeled vibrator power road roller complete all as specified and directed. |
| 5 | M&L for 150mm thick (compacted thickness) Granular Sub Base (GSB) of grade I as per table 400-I of MORTH, IRC specification laid with mechanical paver, rolled and compacted to required gradient and camber with 8 to 10 tonnes power road roller ( vibratory roller) complete as per MORTH specification clause-401 incl all tools and plants etc complete all as specified and directed by Engr-in-chARGE. |
| 6 | M&L for 150 mm thick (compacted thickness) Wet Mix Mecadam(WMM) in two layers first layer 75mm with proper rolling and consolidation then second layer of 75mm thick with proper rolling and consolidation as per MORTH specification, using granite trap or basalt stone aggregate ,laid and spread with mechanical paver and rolled and compated to required gradient and camber with 8 to 10 tonnes power road roller ( vibratory roller) complete all as specified and directed by Engr-in-charge. |
| 7 | Material and labour for preparing unsurfaced water bound macadam (WBM/WMM) 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 grade with paving bitumen VG-10 @ 10.0 Kg per 10Sqm complete all as specified and directed by Engr-in-charge. |
| 8 | Material & labour for premix bituminous macadam laid , spread using mechanical paver with 4.5 % binder content by weight of total mix, using paving bitumen binder of grade VG-30 grade by weight of toal mix, rolled and compacted to required gradient and camber (consolidated thickness 75mm thick or less), using power road roller of 8 to 12 tonne ( vibrator power road roller) complete all as specified and directed.NOTE :- Binder content, paving bitumen any penetration shall be @ 4.5% by weight of total mix shall be used. |
| 9 | Material and labour for preparing unsurfaced water bound macadam 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 paving bitumen VG-10 @ 10.0 Kg per 10Sqm complete all as specified and directed by Engr -in-chegr. |
| 10 | M&L for paving bituminous premixed Semi dense ashpaltic dense concrete 40mm consolidated thickness through Design Mix as approved by GE, with 5.50 % binder content concrete of total mix,rolled and compacted with 8 to 10 tonne road rollet to required camber and gradient complete all as specified and directed by Engr-in-charge.NOTE:- For design mix purpose minimum binder content shall be as directed i.e 5.5 % for VG-30 grade bitumen and it shall not be less than the binder content as described under any circumtances. During design stage if binder content exceeds 5.5% in that case no extra payment shall be entertained to contractor for excess use of binder. |
| 11 | Material and labour for preparing bituminious surface of road marking 2.5 mm thick centre line,stop lines, dashes,arrows etc. and the like n.exc 10 cm wide on roads pavements with hot applied thermoplastic & cold solvent based machine used road marking paint with glass bead on top surfaces, confirming to BS 3262 -1989 complete all as specified and directed by Engr-in-charge. |
| 12 | M&L for continous brick edging with width equal to the depth of the brick, laid dry , on edge with burnt clay bricks of sub class 'B' (Old size bricks) complete all as specified and directed by Engr-in-charge. |
| 13 | M&L for Moorum and red bajri filling in floor or paving, laid in layers n exc 15 cm thick, spread, levelled and rammed including watering and well ramming as directed by Engr-ini-charge |
| 14 | Supply and fixing cat eye solar reflective type of metal body alloy os size 100mmx100mmx20mm with PAMA stripes reflector of model No . DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instruction , complete all as soecified and directed by Engr-in-charge. |
| 15 | S&F Convex mirror made of PC material provided with suitable MS pipe post,duly powered coated as per site requirement. It is meant for round turning, intersection,curves,T junction,Hospital,parking etc. It is also ideal for surveillance. It should have clear and define mirror images having 130 degree of viewing angle. it is unbreakable and stronger than glass. Size of convex mirror 800mm and including embedding below ground level in PCC M15 (Nominal Mix) with using 20mm graded stone aggregate in foundation of size 300mx300mmx450mm, necessary excavation and making good surface is including in the quated rates, complete all specified and directed by Engr-in-charge. |
| 16 | Supply and fixing rubber speed breaker heavy duty havng dimention 500x450x75mm, designed so dynamically and compacted that it can bear maximum load of it. The body of the speed braker is made of superior industrial grade rubber to protect mortor vehicle complete all as specified and directed by Engr-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysOct 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
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