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| 1 | Taking down chowkats or frame with shutter (without taking off shutter from the frame) n.exc 1.5sqm each and making good disturbed portion to match with existing complete all as specified & directed by Engineer-in-Charge. |
| 2 | Demolition of Brickwork or stone/boulder masonry, built in cement/cement lime mortar including all quoins, arches, pillars, ashlar facings, dressed stonework, precast concrete articles and precast concrete block walling etc. all as specified and directed. |
| 3 | M&L Brickwork with sub class ‘B’ bricks straight or curved on plan exc 6 m mean radius built in CM 1:6 complete all as specified & directed |
| 4 | M&L Brickwork except bricks (obtain from item no 2) straight or curved on plan exc 6 m mean radius built in CM 1:6 complete all as specified & directed |
| 5 | Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for (roof padding/roof kerb/sunken floor etc.) complete all as specified & directed by Engineer-in-Charge. |
| 6 | M&L for Rendering in two layer on fair faces of brick work or concrete surfaces of wall 5 mm thick in CM 1:4 mixed with WPC @ 3% by wt of cement for finished even and smooth without using extra cement over 10 mm thick rendering in cement mortar 1:6 smooth without using extra cement (WPC will be measured separately). |
| 7 | Supply only Integral water proofing compound |
| 8 | M&L for preparing new plastered surfaces of wall and applying two coats cement base paint over a coat of chalk whitening primer. |
| 9 | M&L for Preparing new plaster surface of wall applying three coat of white wash on wall complete all as specified. |
| 10 | Surface excavation in soft/loose soil nexc 30cm deep and averaging 15cm deep and getting out and removal of same out side of defence land complete all as specified and directed by Engr-in-charge. |
| 11 | M&L Hardcore of gauge n exc. 63 mm, of broken stone deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface |
| 12 | M&L for Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade II as specified Table 400-1 of MaRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MORTH specifications for Road and Bridge works, 2013. complete all as specified or directed by the EIC. (Note: Design mix will be done before execution of work & shall be approved by GE ) |
| 13 | Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm average tack coausand cushion as specified in the design with overlap between adjacent strips and a transverse joints as minimum 300mm |
| 14 | M&L Pavement quality concrete(PQC) of minimum 28 days field Flexural strength of 45Kg/ Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15 2017, coarse aggregate of clean, hard strong, dense non-porous and durable pieces of crushed stone gravel, fine aggregates of clean natural sand crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240°C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50 m width,including curing and tining by Texturing cum Curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause 10 1 14 and Table 9 of IRC' 15-2017 |
| 15 | M & L for Forming 20mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ for slab thicknee 250mm, if provided with 20 mm dia mild steel dowel bars 50cm long (25cm in each slab) with ferrules, spaced at 300 mm centres, including boring form work and preformed filler for dowels complete all as specified and directed by Engr-in-charge. |
| 16 | M & L for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade'A' complete all as specified and directed by Engr-in-charge. |
| 17 | M & L for Forming Construction joint 30mm deep x 10mm wide, filled with sealing compound Grade'A' complete all as specified and directed by Engr-in-charge. |
| 18 | M&L for Reinforced cement concrete of (Desing mix) M-25 grade of Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. |
| 19 | M&L for Reinforced cement concrete of (Desing mix) M-25 grade of Slabs supported on walls, beams and columns in floors,roofs, landings, balconies,canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 20 | M&L for Reinforced cement concrete of (Desing mix) of M-25 grade of Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. |
| 21 | M&L for Reinforced cement concrete of (Desing mix) of M-25 grade of Columns, pillars, piers, posts and struts complete all as specified and directed. |
| 22 | M&L for use & waste of Rough finished Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batte complete all as specified and directed. |
| 23 | M&L for use & waste of Rough finished Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping complete all as specified and directed. |
| 24 | M&L for use & waste of Rough finished Formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers,lintels, cantilevers, shelves including sup- ports, overhangs,etc. also splays between floors and beams, etc complete all as specified and directed. |
| 25 | M&L for use & waste of Rough finished Formwork to sides of pillars,posts, struts, piers, columns and stanchions complete all as specified and directed. |
| 26 | S&F Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 27 | S&F Mild steel TMT bars 6 to 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. Please Enable Macros to View BoQ information |
| 28 | S&F Mild steel TMT bars 6 to 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. Please Enable Macros to View BoQ information |
