REPAIRS TO PATH HARDSTANDING AREA DRAIN AND INTERLOCKING TILES At 15 PERSENTAGE MES DEF COLONY AND KMC UNDER GE NORTH MUMBAI

Amount

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-Charge.

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in deep for foundation, laying pipes etc or for shaft, walls, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in soft/loose soil complete all as specified and as directed by Engineer-in-Charge

Removing excavated soil to a distance exceeding 1.5 Km but not exceeding 5 Km and depositing where directed outside MD land complete all as specified and as directed by Engineer-in-Charge.

Demolition of cement concrete in ground floors and pavings, n.exc 15cm thickness (below or above ground level) and removal of debris outside MD land including site clearance complete all as specified and as directed by Engineer-in-Charge

Demolition of brick work/stone masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars, PCC coping etc, but excluding ashlar facings, dressed stonework and precast concrete articles and removing of debris outside MD land complete all as specified and as directed by Engineer-in-Charge.

Material and labour for hardcore of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and as directed.

Material and labour for plain cement concrete 1:4:8, type D2, using 40mm graded stone aggregate as in foundation / mass concrete etc complete all as specified and as directed by Engineer-in-Charge.

Material and labour for brick work with sub class 'B' bricks, straight or curved on plan, exceeding 6 mtr mean radius with old size bricks and built in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge

Material and labour for Pre-cast cement concrete block masonry with solid blocks with 1:3:6, type C1, (using 20mm graded stone aggregates), exceeding 10 cm in width and setting in cement mortar 1:6 etc complete all as specified and as directed by Engineer-in-Charge.

Material and labour for rendering 15mm thick plaster in cement mortar (1:6) on fair faces of the brick or concrete surfaces, finishing the surfaces even and smooth without using extra cement etc complete all as specified and as directed by Engineer-in-Charge.

Material and labour for 150mm thick Plain Cement Concrete 1:2:4 type B2, using 40mm graded stone aggregate as in flooring for hard standing, finished even and smooth without using extra cement including spike rolling or making impressions of expanded metal whilst concrete is green complete all as specified and as directed by Engineer-in-Charge.

S&F chequered cement concrete tiles 20 Cm x 20 Cm x 25mm thick, in floor, set, jointed and pointed in neat cement slurry with grey cement and pigment to match with and including cement screed bed 20mm thick in cement mortar 1:6 complete all as complete all as specified and as directed by Engineer-in-Charge.

Material and labour for machine pressed precast concrete interlocking paver block of any shape and size conforming to IS 15658-2006 of 60mm thickness, M-30 grade with grey cement and pigment to match, in floor complete all as specified and as directed by Engineer-in-Charge. Make: Mehtab Tiles/Indore/M/S Ultra Tiles/NITCO/Topaz Tiles/Navya Tiles Jodhpur

Material and labour for sand cushioning including watering and consolidation, of 20mm average thickness for paver block complete all as specified and as directed by Engineer-in-Charge

Material and labour for 100mm thick plain cement concrete, 1:4:8, type D-2, using 40mm graded stone aggregate as in sub base of flooring / hard standing, path & finishing even & fair without using extra cement all as specified and directed.

Material and labour for forming 12mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ for slab thickness of concrete slab 100mm complete all as specified and as directed by Engineer-in-Charge.

Note: Deduct Credit for demolished / dismantled material of Rs. (-) 15,880.00 (Minus) as listed in Schedule of Credit. Tenderers will not quote against this item being a tentative amount to be considered to arrive at the 'Contract Sum'

Parmatma Enterprises

Chaudhary Enterprises