Provn of Perimeter Road at CAS (H1) in Army area Jodhpur

Amount

Excavation over area not exc 1.5 m deep and getting out in any type of soil.

surface execavation not exc 30 cm deep and averging 15 cm deep getting out in any type of soil complete all as specified.

M&L 150 mm thick (spread) soiling with stone and rolled and consolidated to required gradient and camber complete all as specified and directed by engr-in-charge.

M&L 150 mm thick compacted WBM in two layers of coarse aggregate of grading 2( 63 to 40mm size) or of grading 3(50 to 20mm size) granite trap and basalt spread rolled and consolidated to gradient and cabmer complete all as specified and directed by engr-in-charge.

M&L preparation of WBM surface and applying priming /tack coat@ 10 kg/10sqm complete all as specified and directed by engr-in-charge

M&L formation rolling in cutting with power road roller 8 to 12 tonne complete all as specified and directed by engr-in-charge.

M&L consolidated bituminous premix asphaltic dense concrete 40 mm thick (SDAC) @ 5.5% binder content. Using paving bitumen 80/100 or 60/70 grade complete all as specified and directed by engr-in-charge.

100 mm thick sand filling spread rolled and consolidated to gradient and camber as required for berms (sand shall be used as obtained against item No 1 & 2 above) complete all as specified and directed by engr-in-charge.

Removal of execavated soil to a distance exc 07 km but not exc 08 km at the location mentioned in Sch 'A' note 09 including spreading, leveling and compaction complete all as specified and directed by engr-in-charge.

M&L for stone edging with roughly square & stone of size 30X5 cm (30 cm deep and 5 cm thickness) length nof each pattinot less than 45 cm along the road, all surface, hammer dressed so that maximum depression from straight edge held against bthe dressed surface shall not exceed 20mm complete all as specified and directed.

Execavation in trenches n exc 1.5 m wide n exc 1.5 m depth and getting out in any type of soil. complete all as specified and directed by engr-in-charge.

M&L PCC (1:4:8) type D2 using 40mm graded stone aggregate as in foundation complete all as specified and directed by engr-in-charge.

M&L random rubble uncoursed masonary brought upto course built in cm 1:6 complete all as specified and directed by engr-in-charge.

Demolition of stone masonry built in cement mortar all as specified and directed by Engr-in-Charge.

M&L for squarred rubble walling Jodhpur type regular coursed well bonded ,bedded and solidly hearted built in cement mortar 1:6

All as per item No 15 above but except stone.

M&L PCC (1:3:6) type C1 using 20mm graded steone aggregate as in coping complete all as specified and directed by engr-in-charge.

M&L keyed pointing as on RR masonary built in CM 1:4 complete all as specified and directed by engr-in-charge.

M&L PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in surface channels and drains

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms moulds, mitred/stopped ends and add for each 25 mm girth or part tthereof over or under 30 cm complete(total girth of drain 450 mm)

Add for each 25 mm Girth or part thereof over or under 30 cm complete (total girth of drain 450 mm)

M&L returning & filling in including spreading, levelling, watering and well ramming in layers n. exc 25cm any type of soil complete all as specified and directed by engr-in-charge.

Extra over hammer dressed facing with max depression on face from straight edge held against the dressed surface n. exc 20mm complete all as specified.

Supply & laying jointing and testing 450 mm bore reinfirced conctete pipes class NP-2 laid and jointed in cement mortor 1:1 complete with collars or socket/spigot type laid jointed and haunching at side in cement complete all as specified and directed.

M & L cement concrete bed to drain pipe including packing under and haunching against side of pipe after they are laid and tested in cement concrete 1:3:6 type C-2 using 40 mm graded stone aggregate for 450 mm bore NP-2 pipe complete all as specified and directed.

MADAN MOHAN JAIN sons

KHETA RAM RAGHUNATH RAM CONST CO PVT LTD

Jagdish Prashad and Company

Jeet Construction

YAGYA AGARWAL CONSTRUCTIONS AND INFRA SOLUTIONS PVT LTD

Anmol Yash S.D. Construction Pvt. Ltd.

M/s Mohata Buildcon