PROVN OF INTERLOCKING TILES ALONG BOTH SIDE OF ROAD FROM KRIDANGAN TO PUMP HOUSE NUMBER 6 AND NEAR BUILDING NO T-47 AT FOIT AT SECT A EME SCHOOL UNDER GE (A) VADODARA

Amount

Surface excavation n. exc 30cm deep & averaging 15 cm deep and getting out in soft/loose soil

Do all as per item No 1 above but averaging 18 cm deep

Removing excavated material exc. 50m but n exc 250m and depositing where directed at a level n.exc. 1.5 m above the starting point.

M& L for Hard core of gauge not exc. 63mm of brokenstone or boulders diposited spread and levelled in layers not exc. 15 cm watered and rammed to a true surface complete all as specified.

M & L for 75 mm thick plain cement concrete (1:4:8) type D-2, using 40mm graded stone aggregate as in sub base complete, all as specified & directed.

M & L for 100mm thick plain cement concrete (1:4:8) type D-2, using 40mm graded stone aggregate as in sub base complete, all as specified & directed.

M&L for Machine pressed, precast plain cement concrete Interlocking paver block, factoty made( with grey cement and no pigment) conforming to IS-15658-2006, 60 mm thickness fabricated with M-35 grade concrete,laid over and including 25 mm average thick sand cushioning layer & joints filled with sand , complete all as specified and directed.

Providing and laying at or near ground level factory made kerb stone of M 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete.

M & L for Filleting in any position and to any shape of section exc. 25 but n exc. 50 sq. cm, in cement mortar 1:4 including all mitres, stops, etc.

P K SHETH

Badri Electricals

Parul Enterprise

Chanda Construction Co.

Dagli Engineers

M/S SHIVNATH SINGH

City Light