PROVN OF DRAINAGE LINE FOR 300 Mtrs AND IMPROVEMENT OF EXISTING DRAINAGE AND PROVN OF INTERLOCKING TILES AROUND INTER BDE SPORTS COMPLEX OF HQ 4(I) ARMD BDE AT JAISALMER MIL STN UNDER GE(A) JAISALMER

Amount

Excavating over areas not exc. 1.5 m depth for foundation etc and getting out in soft/disintegrated rock complete all as specified and directed by Engineer-in-Charge.

Excavating over areas not exc. 1.5 m depth for foundation etc and getting out in hard dense soil complete all as specified and directed by Engineer-in-Charge.

M & L for PCC 1:3:6 Type C1 using 20 mm graded stone aggregate as in surface channels and drains complete all as specified and directed by Engineer-in-Charge.

M&L for Squared rubble walling, Jodhpur type brought upto courses, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and directed by Engineer-in-Charge.

Extra over for hammer dressing to face stones with maximum depression on face from a straight edge not exc 20mm and dressing face beds and joints as specified to squared rubble walling, Jodhpur type, brought upto courses complete all as specified and directed by Engineer-in-Charge.

M&L for PCC (1:2:4) type B-1 using 20 mm graded stone aggergate as in coping, bed block etc including nesessary form work complete all as specified and directed by Engineer-in-Charge.

M&L for PCC (1:2:4) type B-0 using 12.5 mm graded stone aggergate as in benching complete all as specified and directed by Engineer-in-Charge.

M&L for rendering 15 mm thick on stone masonry surface in cement mortar 1:4 and finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, including spreading levelling watering and well ramming in layer not exc. 25 thick in hard dense soil complete all as specified and directed by Engineer-in-Charge.

Removel of surplus soft/disintegrated rock to a distance exc 250m and not exc. 500m depositing where directed at a level n exc 1.5m above from the starting point complete all as specified and directed by Engineer-in-Charge.

Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.

M&L for 75mm thick Plain cment concrete D2, 1:4:8 (using 40mm graded stone aggregate as in sub base of floors or foundations complete all as specified and directed by Engineer-in-Charge.

M&L for 25mm thick sand filling under floor in foundations inclding watering and consolidation complete all as specified and directed by Engineer-in-Charge.

M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 grade with grey cement and pigment coloured, reflective type of approved quality and vibrated with mechanical vibrator complete all as specified and directed by Engineer-in-Charge. Note :- Patern of tiles to be rubber moulded or equivalent as approved by GE.

M& L for plain cement concrete 1:2:4 type B 1 using 20mm graded stone agregate cast in situ kerb stone, bed plates, water through and the like including wethering, slightly rounded or chamfered angles and throating including use of formwork (straight or curved) and set in CM 1:4 c complete all as specified and directed by Engineer-in-Charge.

MARUDHARA CONSTRUCTION COMPANY

Bhawani Constructions

GEMRARAMCONTRACTOR

Surya Buildcon & Engineers

M/S PIYUSH CONSTRUCTION COMPANY

AMBEY MAA CONSTRUCTION COMPANY

M/S R B CONSTRUCTIONS

Paliwal Construction Company