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Constructing Of Bailey Bridge At Phaknung Lai Mapa, Iril River, imphal-Manipur

Public Works Department-PWD has published Constructing Of Bailey Bridge At Phaknung Lai Mapa, Iril River. Submission Date for this Tender is 07-01-2022. Bridge Work Tenders in imphal Manipur. Bidders can get complete Tender details and download the document.




Tender Notice

30532801
Constructing Of Bailey Bridge At Phaknung Lai Mapa, Iril River
Open Tender
Indian
Manipur
imphal
07-01-2022

Tender Details

Constructing Of Bailey Bridge At Phaknung Lai Mapa, Iril River

Key Value

Document Fees
INR 10000 /-
EMD
INR 238000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: - Constn. of Bailey Bridge at Phaknung Lai Mapa, Iril river.
Sl. No. Item Description
1Renovation of Bailey Bridge
2Assembly and launching of bailey bridge within a lead of 50 m. but excluding mechanical transport and cost of fixing of decking. 3) DS ii) Steel Decking.
3Assembly and fixing of stiffened steel decking within a lead of 50 m. but excluding mechanical transportation charges.
4Impvt. of Phaknung road connecting to the Bailey Bridge.
5Scarifying gravelled macadam or bituminous macadam surface (by power) 15.34.1 Not exceeding 40 mm in depth.
6Providing laying and compacting granular base/sub-base according to lines grades and cross section by using naturally occurred sand gravel/conforming to IRC grade (ii) of MOST specification free from organic or other deleterious constituent compacted by rolling with power roller of 8 to 10 tonnes capacity in layers not exceeding 150mm (spread thickness) i/c rolling of the road surface to proper level and grades 30 cm width edging 30 cm width on both sides etc complete as directed by the Engineer in charge with carriage of all material complete.
7Providing and laying one layer WBM 7.5cm consolidated thickness using1.00 cum of stone agregare conforming to IRC grade per 10 sqm of road surface and 0.23 cum of binder materials of approved quality per 10 sqm of road surface I/c coinsdolidation of the same rolling of the surface to camber superelevation and grade by using template straight edges and spirit level in layer not exceeding 100mm to 130mm thick (spread) thickness dry and wet rolling with 8 to 10 tonne roller i/c earth edging 30 cm width on both side and applying binding materials as specified with carriage charge of all materials complete. a) I.R.C. Grade-II
8a) I.R.C. Grade-III
92 cm consolidated thick single coat pre-mix carpet surfacing with 0.27 cum stone chipping 12.0 mm size 0.19 cum and 10 mm size 0.09 cum mix with 14.6 kg of binder per 10.00 sqm of road surface and rolling complete including a seal coat IRC type "B" with 0.06 cum of fine aggregate. and 6.8 kg of bitumen 80/100 per 10.00 sqm of road surface using H.M. plant & paver finisher.
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