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| 1 | Demolition of PCC (un-reinforced) in ground floors & pavings n.exc 15cm thick below or above ground level, complete all as specified and directed by Engr-in-Charge. |
| 2 | M&L for 75mm thick PCC type D-2, 1:4:8 (using 40mm graded stone aggregate) as in sub base, Paving or similar works with surface finished even and rough to receive floor topping complete all as specified and directed by Engr-in-Charge. |
| 3 | M&L for 25mm thick PCC type B-0 (12.5mm graded stone aggregate) 1:2:4 as in floor or similar works complete all as specified and directed by Engr-in-Charge. |
| 4 | Demolition of stone slabs and tiles of any description or thickness in floors, aprons etc. laid, bedded and pointed in any mortar complete all as specified and directed by Engr-in-Charge. |
| 5 | Dismantling of Stone sett paving of any description or thickness in floors, aprons etc. laid in any morter or laid dry and pointed complete all as specified and directed by Engr-in-charge. |
| 6 | M&L for chequered cement concrete tiles 300x300x25mm thick laid with grey cement and pigment and set jointed and pointed in neat cement slurry as in floor over 20 mm thick sreed bed or bedding layer in CM 1:4 complete all as specified and directed by Engr-in-charge.Make :- Jullay, Ladakh, Ultra. |
| 7 | M&L for machine pressed precast concrete interlocking paver block any shape and size conforming to IS 15658-2006 of 60 mm thickness, M-35 Grade laid with grey cement and pigment over 25mm thick sand cushion complete all as specified and directed . (Note- Sand cushion measured and paid seperately)Make : Jullay, Ladakh, Ultra. |
| 8 | All as per Srl Item No.07 above but except interlocking blocks complete all as specified and directed by Engr-in-charge. |
| 9 | M&L for Sand filling under floors or in foundation including watering and consolidation in layer complete all as specified and directed by Engr-in-charge. |
| 10 | M&L for endura tiles, heavy duty type of size 300x300x10 mm thick, non skid, acid and scratch resistance laid over 15mm thick screed bed in CM 1:4 as in floor, jointed in neat cement slurry and pointed with white cement and pigment to match the shade complete all as specified and directed by Engr-in-charge. |
| 11 | Demolition of un-reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engr-in-charge. |
| 12 | M&L fo PCC type C-2, 1:3:6 (using 40mm graded agg) in foundation, filling and mass concrete complete all as specified and directed by Engr-in-charge. |
| 13 | M&L for PCC 1:2:4 type B2 (using 40mm graded aggregate) as in surface channels and drain or similar works complete all as specified and directed by Engr-in-charge. |
| 14 | M&L for forming fair finishes drain or channel 30cm inner girth in cement concrete using extra cement complete all as specified and directed by Engr-in-charge. |
| 15 | M&L for PCC type B1, 1:2:4 (using 20mm graded stone aggregate) as in coping or similar works complete all as specified and directed by Engr-in-charge. |
| 16 | Demolition of Brickwork or stone/boulders masonry built in cement mortar complete all as specified and as directed by the Engr-in-charge. |
| 17 | M&L for precast cement concrete type C1, 1:3:6 (using 20mm graded aggregate) block masonry with soild block, exc 10cm width and setting in CM 1:6 complete all as specified and as directed by Engr-in-Charge. |
| 18 | All as per Srl Item No.17 above but except PCC Block masonry complete all as specified and as directed by Engr-in-Charge. |
| 19 | M&L walling of random rubble masonary, uncoursed, well bonded, bedded and solidly hearted, bulit in CM 1:6 complete all as specified and as directed by Engr-in-Charge. |
| 20 | All as per Srl Item No.19 above but except stone complete all as specified as directed by Engr-in-Charge. |
| 21 | Taking down cement plaster on Brick or concrete surfaces incl racking out joints hacking for key scrubbing down with water etc complete all as specified and as directed by Engr-in-Charge. |
| 22 | M&L for rendering 15mm thick in CM 1:6 on fair faces of brick work or concrete surfaces, finishing even and smooth without using extra cement complete all as specified and as directed by Engr-in-Charge. |
| 23 | M&L for Raised pointing to random or polygonal rubble, uncoursed or brought upto courses built in CM 1:4 complete all as specified and as directed by Engr-in-Charge. |
| 24 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided complete all as specified as directed by Engr-in-Charge. |
| 25 | M&L for providing precast cement concrete Type B-1 (20 mm graded aggregate) 1:2:4 as in cover slabs shelves and similar articles with plane faces set in CM 1:6 complete all as specified and directed by Engr-in-Charge. |
| 26 | M&L for mild steel TMT bars 10mm dia and over cut to length, bent to shape required including cranking, bending spirally for hooping ends and binding with and incl mild steel wire (annelaed) not less than 0.90mm dia or securing with clips complete all as specified and as directed by Engr-in-Charge. |
| 27 | M&L for preparation of new plastered surfaces of walls and applying two coats of cement based paint over a coat of primer complete all as specified and as directed by Engr-in-Charge. |
| 28 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m deep for foundations etc or for shafts cespits, manholes etc not exceeding 10 Sqm on plan and getting out in hard/dense soil complete all as specified and as directed by Engr-in-Charge. |
| 29 | Returning, filling in, trenches including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in excavated soil complete all as specified and as directed by Engr-in-Charge. |
| 30 | Removing excavated materials (soils) to a distance n.exc 50m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and as directed by Engr-in-Charge. |
| 31 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar of any bore complete all as specified and as directed by Engr-in-Charge. |
| 32 | M&L for Concrete bed to drain pipe in PCC (1:4:8) Type-D-2, using 40 mm graded stone aggregate including packing under and haunching against the sides of pipes after they are laid and tested, for 300 mm bore of pipe complete all as specified and as directed by Engr-in-Charge. (Note:- Earth work shall be measured and paid separately) |
| 33 | Supply, laying incl testing of Reinforced concrete pipes, class NP2, 300 mm bore, laid and jointed with cement mortar 1:1 with collars complete all as specified and as directed by Engr-in-Charge. |
| 34 | Note : Deduction for amount of Rs. 11950.00 listed in Schedule 'A' Part-II (Schedule of Credit) shall be made while awarding of contract. Please Enable Macros to View BoQ information |
