CA NO. CWE/HILLS/EWS/60 OF 2024-2025 CONSTRUCTION OF CEMENTED ROAD FROM MAIN ROAD TO SUPPLY POINT AT SUKHI UNDER GE 871 EWS JOSHIMATH

Amount

M&L for excavation for over area n.exc 1.50m deep and getting out in hard/dense soil complete all as specified and directed.

M&L for cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation, filling & mass concrete complete all as specified and directed.

M&L for walling of random rubble, uncoursed, well bonded , laid dry in retaining walls, abutments and similar work complete all as specified and directed.

M&L for walling of random rubble masonry uncoursed, well bonded and solidly hearted built in CM 1:6 complete all as specified and directed.

M&L for providing pre-cast cement concrete 1:3:6 type C-1 (using 20mm graded stone aggregate) as in bonders (for stone walling) set in CM 1:6 complete all as specified and directed.

S&F 75 mm bore PVC (SWR) pipes single socketed fixed in walls and floors or trenches etc, as in weep holes of retaining wall complete all as specified and directed.

M&L for PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in coping including formed work complete all as specified and directed.

M&L for cement mortar 1:4 raised pointing to randam or polygonal rubble uncoursed or brought upto courses complete all as specified.

M&L for returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.

M&L for removing excavated soil n exec. 50m and depositing where directed at a level n exc. 1.5 mavove the starting point complete all as specified and directed.

Excavation over areas, n exc 1.5m deep and getting out in any type of soil average of soft/loose and hard dense soil complete all as specified and directed.

Excavation over areas, n exc 1.5m deep and getting out in hard rock with mechanical hammer breaker with chisel complete all as specified and directed.

M&L for Soling (or sub base) 150mm thick spread thickness with broken boulders, 80 to 40 mm size interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed.

Rolling and consolidating formation surfaces with 8 to 12 ton power roller complete all as specified and directed.

M&L for 100 mm thick Cement concrete type D- 2,1:4:8 (40mm graded aggregate) in sub-floors, sub-bases, floors and pavings etc complete all as specified and directed.

M&L for cement concrete work in 200 mm thick pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and directed.

M&L forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ in 200 mm thick slab complete all as specified and directed.

M&L for forming construction joint 30 mm dep x 10 mm wide filled with sealing compound, grade 'A' complete all as specified.

M&L Finishing surface of concrete roads, pavements by brooming complete all as specified and directed.

Forming embankments including raising earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc. complete all as specified and directed.

Surendra Engineers (BID ID -3155916)