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| 1 | Demolition of Brickwork or stone/boulder masonry, built in lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles built in cement mortar complete all as specified and directed. |
| 2 | M&L for brick work with Fly ash brick 75 kg/cmsq compressive strength old size , is straight or curved on plan exc. 6 metre mean radius built in cement mortar 1:4 complete all as specified and directed. |
| 3 | All as per item No.02 but except brick complete all as specified and directed.Note : All type bricks retrieved from item No. 01 will be used. |
| 4 | M&L for rendering 15 mm thick cement plaster CM 1:4 , on fair faces of brickwork or concrete surfaces complete all as specified and directed. |
| 5 | Demolition of cement concrete un reinforced of any description & any position and disposing of the rubbish materials in low lying areas of defence land all as specified and as directed. |
| 6 | M&L for PCC 1:4:8 type D-2, using 40mm graded stone agreaget as in foundation filling and mass concrete complete all as specified and directed. |
| 7 | M&L for PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for . water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed |
| 8 | M&L for PCC 1:2:4 type B-2, using (40mm graded stone aggreaget) as in surface channel of drain concrete complete all as specified and directed. |
| 9 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed. |
| 10 | Demolition of cement concrete ( unreinforced) as in ground floor and paving not exc 15 cm thickness below or above GL complete all as specified and directed. |
| 11 | M&L for 100 mm thick PCC 1:2:4 Type B-I (20mm graded stone aggregate ), as in top layer , finished even and smooth without using extra cement including necessary form work complete all as specified and directed. |
| 12 | M&L for 150 mm thick PCC 1:2:4 Type B-2 (40mm graded aggregate ) ,as in top finished fair and even including necessary form work complete all as specified and directed. |
| 13 | M&L for PCC 1:3:6 type C-2 as in plinth protection 75mm thick finished even and smooth without using extra cement complete inlcuding joints filled with bitumnious and sand 1:3 complete all as specified and directed. |
| 14 | S&F Aluminium dividing strips, 1.5mm thick, inserted in position, conform to design and joint filled at depth 38mm depth complete all as specified and directed. |
| 15 | Taking out existing joints of any description and repair of existing joints with micro concreting or chemical filled with 12mm thick joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing com pound, Grade ‘A’ in the depth of 100mm floor complete all as specified and directed. |
| 16 | S&F Linoleum, plain coloured, laid dry in floors including stretching, cutting and fitting thickness of sheet 3.00/3.20mm sealed down with an approved adhesive including removal of existing sheet of any description and preparation of surfaces removal of dust and other pariticle and filling cracks in the floor complete all as specified and directed. |
| 17 | M&L for mild steel miscellaneous work as in old existing steel door such as replacement of broken hinges ,clamp,iron hooks, MS Handles, MS hand made sliding door bolt etc or similor ms work including taking down of steel door ,welding for erecting of new MS hinges,clamp etc ,refixing of shutters in same opening alongwith all required greesing, oiling, cleaning including two coats of synthetic enamel paint both sides area of opening not exc 10.00 sqm complete all as specifed and as directed. (Note : Taking down and refixing of Double leaf shutter with above fitting count as one JOB) |
| 18 | All as per item No 17 but area of opening 10 sqm and not exc 20.00 sqm each complete all as specified and directed. |
| 19 | Taking down cement plaster on brick or stone walls etc, including racking out joints, hacking for key, scrubbing down with water etc. complete all as specified and directed. |
| 20 | M&L 15mm thick rendering in cement mortar 1:6, on fair faces of brick work finished even and fair complete all as specified and directed. |
| 21 | M & L (10+5)mm thick for rendering fair faces of brick work or Concrete surface in two coats 10mm thick in CM(1:6) as under coat 5mm thick CM (1:4) as finishing coat in two separate layer mixed with integral water proofing compound in finishing coat only with integral waterproofing compound @ 3% by weight of cement finished even and smooth without using extra cement complete all as specified and as directed. (Note: Water proofing compound shall be measured and paid seperately) |
| 22 | Supply only integral water proofing compound. |
| 23 | M & L for Wire netting of galvanised steel wire (chicken mesh) netting 0.91mm dia and 12mm mesh lathing to wood or metal studding, joists, etc. in walls, ceiling, stanchions, beams etc including all laps, cutting and waste, complete all as specified and directed. |
| 24 | M&L two coat of cement base paint over one coat of alkali resistant primer paint including preparation of new wall surfaces complete all as specified and directed. |
| 25 | Preparation of newly plastered surfaces of walls etc., and applying three coats of white wash complete all as specified and directed. |
| 26 | M& L for preparing of old decorative surface of walls and applying one coat of white wash on walls including cornices etc complete with cracks filling with wall care putty where ever necessary and complete all as specified and directed. |
| 27 | Note:- The amount against the Schedule of Credit mentioned in the tender document shall be deducted from the total amount quoted against Sch 'A' while deriving the Contract Sum for Acceptance. Please Enable Macros to View BoQ information |
