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| 1 | Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engineer-in-Charge. |
| 2 | M&L for brick work with sub class 'B' bricks straight or curved on plan exc. 6 meter mean radius built in cement mortar 1:6, complete all as specified and as directed |
| 3 | M&L for Stone walling of random rubble, uncoursed, well bonded, bedded and solidly hearted built in CM 1:6, complete all as specified and ditected. |
| 4 | M&L for raised pointing to random rubble masonary, coursed or brought upto courses, in CM 1:4, complete all as specified and ditected. |
| 5 | M&L for providing precast cement concrete 1:3:6, type C1 (using 20mm graded crushed stone aggregatees) as in PCC bonders and set in CM 1:6, complete all as specified and directed. |
| 6 | S&F in repair PVC (SWR) pipe 100mm dia single socketed in any length with rubber ring joints fixed to wall, complete all as specified. |
| 7 | Taking down cement plaster, of any description on brick or stone or cement concrete walls including raking out joints, hacking for key, scrubbing down with water, complete all as specified and as directed by the Engineer-in-Charge. |
| 8 | M&L 15 mm thick rendering on brick/ concrete surfaces or concrete surfaces in CM 1:4 and finishing the surfaces even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. |
| 9 | M&L Preparation of new plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali resistant primer paint, complete all as specified and as directed by Engineer-in-Charge. |
| 10 | S&F framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and as dirceted |
| 11 | Preparation of new painted steel and iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete, all as specified and as dirceted |
| 12 | M&L PCC 1:2:4 type B1 using 20mm graded stone aggregates as in coping, kneelers, bed blocks including necessary formwork complete all as specified and directed. |
| 13 | Demolition of cement concrete reinforced of any description and in nay position not otherwise specifically provided for, complete all as specified and directed. |
| 14 | M&L for Reinforced cement concrete (Nominal mix) 1:2:4 type B-1 using 20mm graded crushed stone aggragte as in tie beams, gable beams, cantilevers, bressummers, lintels over 1.5m span etc., complete all as specified as directed by the Engineer-in-Charge. |
| 15 | Use and waste of formwork for rough finished surface of concrete to side and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves, including supports, overhanging etc., complete all as specified as directed by the Engineer-in-Charge. |
| 16 | M&L for TMT steel bars 10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or 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 as directed by the Engineer-in-Charge. |
| 17 | M&L for TMT steel bars 6 to 8mm dia and over upto and including 10mm dia as in stirrups, spacers and binders, cut to length, bent to shape required including cranking, bending spirally or 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 as directed by the Engineer-in-Charge. |
| 18 | Note :- An amount of Rs. Rs 57,725.00 on account of credit schdule for Sch 'A' Part-II Shall be deducted from the total amount of BOQ to arrive at the contract sum. Please Enable Macros to View BoQ information |
