Interlocking tiles at v Pat C-B block 1.P house main to H.A house g.tong C-Y II2. starga to ledo c-GII 3. skorlam G Matho 4. Tsaka to mayour connected T rangbar c-s II 5.internal road SM to K C-YI 6.c.c GS MG from internal CR to AR Ch 8.S S 9.SKRangb

Amount

Earth work in excavation by manual means over areas (Exceeding 30 cm and up to 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in : All kinds of Soil

Surface dressing of the ground including removing vegetation and in-equalities not exceeding15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m in : All kinds of Soil:

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) Crushed

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) Crushed

Labour for laying of interlocks tile pay blocks M30 glade made by blocks making machine with strong vibratory completion of approximate size 40mm thick competed bed of coarse sand filing joint with corse sand etc

At cost of tile(40MM Thick) including carriage complete job.

Centring and shuttermg including strutting, propping etc. and removal of form for· Edges of slabs and breaks in floors and walls. Under 20cms wide.

Random Rubble masonry with hard stone from nallah in foundation and plinth including levelling up with cement concrete 1 :6:12 ( 1 Cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level withcement mortar 1:6 (1 Cement: 6 coarse sand)

Dry random rubble masonry with hard stone in foundation and plinth: Using nallah stone without bond stone

Providing and laying damp-proof course 50rnm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand 4 graded stone aggregate 20mm nominal size crushed.

Carriage of stone avg. lead of 10Km MT

Carriage of cement avg. Lead of 20 Km by MT

Carriage of sand and C. aggregate avy. Lead of 15 Km by MT

Head load for cement avg. Lead of 100m.

Head load for sand and C. aggregate avy. Lead of 100m.

Head load for Cement avy. Lead of 200m.

Head load for sand and C. aggregate avy. Lead of 200m.

M/S STANZIN LOTUS