Military Engineer Services Tender

M&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 (consolidated thickness 75mm or less) complete all as specified and directed. Note for item No. 03 & 04 : (i) Aggregates for Bituminous works shall confirm to clause No 20.B.2.5 of SSR 2009 Part- I (ii) Based on job mix formula, in case the binder content (i.e. Bitumen) is less than the content specified under these items then a minus adjustment @ Rs 60.00 per kg rate of bitumen (less consumption) shall be applied on the quoted rate of contractor against these items, hence the quoted rate of contractor shall be reduced based on less content of bitumen required as per job mix formula. However, no price adjustment on plus side shall be made for increase of quantity of bitumen in case of required as per job mix formula. (iii) Design Mix for bituminous macadam and SDAC shall be carried out through an authorised testing lab and the cost of testing shall be included in quoted rate.

M&L for laying hot applied termoplastic compound (paint) 2.5mm thick including reflecting glass beads incl cost of all materials, labour, machinery, T&P etc required for proper completion of work incl all other charges. The finished surfaces to be level, uniform and free from streaks and holes as per MORTH specification No 803 as per IRC. Painting lines, dashes, arrows, letters etc on roads, pavements and the like exc 10 Cm wide with road marking paint, white or golden yellow complete all as specified and directed.

S&F 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.

M&L for Surface excavation not exceeding 30 cm deep and average 15 cm deep and getting out in soft/loose soil complete all as specified and as directed.

Removing surplus excavated material n. exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.

M&L 75 mm thick PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in sub base complete all as specified and directed.

Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed.

M&L for providing cement concrete type B1 1:2:4 using 20 mm graded stone aggregate as in roof kerbs or mud stops,coping, rounded or chamfered on edges, weathering throughting including necessary formwork finished surface even and smooth without using extra cement complete all as specified and directed.