REPAIR OF CHEQUERED TILES INTERLOCKING PAVER BLOCK AREA DRAINAGE AND CERTAIN CONNECTED ITEMS UNDER AGE B R WEST AT GE DEHU

Amount

Demolition of un-reinforced cement concrete in ground floor and paving not exceeding 15 cm thick (below or above ground level) complete all as specified.

M&L for 150 mm thick Cement concrete (1:2:4), type B-1 using (20mm graded stone aggregate) finished surface even & smooth without using extra cement and finishing the surface of concrete by brooming complete all as specified and as directed by Enginer-in-Charge.

M&L for 80 mm thick precast conctete interlocking coloured paver blocks rubber moulded of any shape and size with grey cement and pigment confirming to IS 15658-2006 over and including 50 mm thick sand cushionong M-40 Grade complete all as specified and as directed by Engineer-in-Charge.

M&L for 60 mm thick precast conctete interlocking coloured paver blocks rubber moulded of any shape and size with grey cement and pigment confirming to IS 15658-2006 over and including 50 mm thick sand cushionong M-40 Grade complete all as specified and as directed by Engineer-in-Charge.

M&L for precast cement concrete kerbstone of any shape & size as directed of PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) and set in CM 1:6 complete all as specified and directed.

M&L for Chequered Cement Concrete (reflactive rubber molded) Tiles 30 CM x 30 CM X 25 mm th set and jointed in cement slurry and pointed in neat grey cement & pigment in floors over screed bed 15 mm thk in CM 1:6.

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

Demolition of brick work or stone/boulder masonry including all quoins, arches, pillars etc , precast concrete articles and precast concrete block walling built in cement mortar complete all as specified and directed by Engineer-in-Charge.

M & L for brick work with sub class 'B' bricks straight or curved on plan exc 6 mtr mean radius built in CM 1:6 complete all as specified and directed by Engineer-in-Charge

Taking down cement plaster from brick walls/ stone walls etc. of any description including racking out joints, hacking for key, scrubbing down with water etc complete all as specified.

M&L Rendering 15 mm thick in cement mortar (1:4) on concrete surfaces/brick wall surface, finished even and smooth without using extra cement complete all as specified.

Demolition and breaking up drain pipes (salt glazed ware,AC or RCC ) set in cement mortar complete all as specified and directed.

S&F of 300 mm dia RCC pipe class NP-3 laid and jointed in trench after testing the joint with collars complete all as specified and directed.

M&L concrete bed for 300 mm dia drain pipe in concrete 1:4:8 type D-2 including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.

S&F of 150mm dia RCC pipe class NP-3 laid and jointed in trench after testing the joint with collars complete all as specified and directed.

M&L concrete bed for 150 mm dia drain pipe in concrete 1:4:8 type D-2 including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.

M&L cement concrete 1:2:4 B-2 in surface channels and drains in cement concrete (using 40 mm graded stone aggregate) complete all as specified and directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms moulds mitred/stopped ends etc complete all as specified and directed.

M&L for cement concrete 1:2:4 type B0 (using 12.50 mm graded stone aggregate) as in copings, kneelers, apex, stones, bed plates, water troughs and the likeincluding weathering, slightly rounded for chamfered angles and throating complete all as specified and as directed by Engineer-in-Charge

Excavation in soft soil for trenches n.exc 1.5m wide and n.exc 1.5m depth for foundation etc or shafts or cleaning the soil in drain

Removing surplus excavated material (SOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.

Demolition of reinforced cement concrete in ground floor n.exc 15cm thick complete all as specified and directed.

M&L reinforced cement concrete type B1 1:2:4 (20mm graded stone aggregate) as in slab supported on walls,beams and columns in floors,roof landings,balconies, canopies deck slab and in shelves and the like complete all as specified and directed.

M&L formwork for rough finished surface to soffits of suspended slabs such as roof slabs,floor slabs,landings and similar works not exceeding 200mm thick of slab complete all as specified and directed.

M & L mild steel TMT bars 8mm dia and over, cut to length, bent to shape required, including cranking, bending, hooking ends and binding with mild steel wire (annealed) not less than 0.90mm dia complete all as specified and directed by Engineer - in - Charge.

M & L for 75 mm thick cement concrete 1:3:6 Type C2 (using 40mm graded aggregates) as in plinth protection finished top surface even and smooth without using extra cement complete all as specified and as directed.

M/S K.D.MATE

H S TAKHI

DR J S CHADHA AND SONS

S M MISHRA

M/S SUGAM CONSTRUCTION