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| 1 | Demolition of cement concrete (unreinforced) in ground floor and in pavings not exceeding 15 cm thickness (below or above ground level), complete all as specified and directed . |
| 2 | Demolition of cement concrete (reinforced) in ground floors and paving, not exceeding 15cm thickness (below or above ground level), reinforced (reinforcement cut as required to facilitate demolition) and removal of debris upto a distance of 5 KM outside station boundary complete all as directed. |
| 3 | Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified. |
| 4 | Demolition and breaking up drain pipes 450 mm bore (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as directed. |
| 5 | Demolition of brick work or stone /boulder masonry, built in cement mortar, including all quoins, arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles etc, complete all as specified and directed. |
| 6 | Dismantling PVC drain pipes, 75 to 110 mm dia, fixed to walls, laid in floors or in trenches or in any position including all fittings all as specified and directed. |
| 7 | Taking down cement plaster on brick or stone walls, ceiling, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete including removal of debris to a distance exc 1.50 km but n.exc 5 km, complete all as specified and directed. |
| 8 | Removing existing debris or waste buidling material to a distance not exc 2 KM including loading, unloading and depositing where directed complete all as directed. |
| 9 | M & L for Endura/parking tiles 10-12mm thick mat finish heavy duty (square/rectangular) of approved design, size and shade as directed by Engr-In-Charge of size n exc 0.36 sqm each tile in floors set and jointed in neat cement slurry and including 15mm thick screed bed layer in cement mortar (1:6) including necessary cutting and waste as per site requirement pointed in white coloured cement to match, complete all as specified and directed. |
| 10 | M&L for 25mm thick cement concrete M-15 (Nominal mix) type B-0 (using 12.5mm graded crushed stone agg ) as in flooring, finished even & rough to receive floor finishes complete all as specified and directed. |
| 11 | M & L for chequered cement concrete tiles of size 20cmx20cmx 25mm thick with grey pigment cement and pigments, set jointed & pointed in neat cement slurry mixed with pigment to match the shade of the slab in floors laid over and including 15mm thick screed bed in cement mortar 1:4 complete all as specified. |
| 12 | Providing and laying 60mm thick factory made chamfered edge cement concrete paverblock of M-35 grade with approved colour,design & pattern as in footparth, parks,lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/shape, made by table vibratory method usingPU mould, laid in required colour & patternover and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified & directed. |
| 13 | 75mm PCC 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) as in sub base flooring finished even and fair without using extra cement, complete all as specified and directed . |
| 14 | PCC M-15 (Nominal Mix), type B-1 (using 20 mm graded crushed stone aggregates) as in coping, cills, steps, in lintels upto 1.5m clear span and similar other works like bands, plinth courses, lacing courses, bed plates, water troughs and the like incl weathring, slightly rounded or chamfered angles and throating, including necessary form work, complete all as specified and directed. (Note - Reinforcement if provided, shall be measured and paid separately under relevent items). |
| 15 | Brick work with old fly ash bricks, straight or curved on plan on exceeding 6m mean radius, using old size brick, built in cement mortar 1:6, complete all as specified and directed . |
| 16 | All as per item No 15 here-in-before but except bricks, complete all as specified and directed . |
| 17 | Walling of random rubble stone masonry uncoursed, with best quality locally available harder stones such as granite, trap, basalt stone etc, well bonded, bedded and solidly hearted , built in cement mortar 1:6, complete all as specified and directed . |
| 18 | All as per serial item No. 17 above here-in-before but except stone, complete all as specified and directed. |
| 19 | Rendering plaster 15mm thick in cement mortar 1:4 (1 cement :4 coarse sand) on fair faces of brick wall or concrete surfaces, surface finished even and smooth without using extra cement, complete all as specified and directed. |
| 20 | Rendering plaster 15mm thick in cement mortar 1:4 (1 cement :4 coarse sand) on other than fair faces of brick wall or stone wall, surface finished even and smooth without using extra cement, complete all as specified and directed. |
| 21 | PVC (SWR) pipes single socketed, in any length with rubber ring joints, as in weep holes of bore 110 mm or laid in trenches or in floors complete, all as specified. |
| 22 | Reinforced cement concrete, 1:2:4 (Nominal mix), type B-1, (using 20mm graded crushed stone aggregate as) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, all as specified. |
| 23 | M&L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for coloumns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified. |
| 24 | Formwork to soffits of suspended slab such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping)in rough finished surface of concrete complete all as specified. |
| 25 | Mild steel framed work such as grills, gratings, etc with ends of bars shouldered and/ or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed ballusters walk ways; railings; framework of water tanks and similar work conforming to Fe.290. Gde-E-165, all as specified. |
| 26 | Preparation of new steel surfaces and applying two coats of synthetic enamel paint, over a coat of red oxide primer complete all as specified. |
| 27 | Plain cement concrete, M-7.5 (Nominal Mix) type D-2 (using 40 mm graded crushed stone aggregates) as in foundation, filling and mass concrete etc, complete all as specified and directed . |
| 28 | Plain cement concrete M-10 nominal mix, type C-1 (using 20 mm graded mechanically crushed stone aggregate) as in surface channel and drains including necessary formwork forms, moulds etc. all as specified. |
| 29 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc. |
| 30 | Cleaning/desilting of the drains by removing foreign materials/ silt/ greasy materials/unwanted weeds/ earth from the bed/ bottom of drain and removing the material from site outside the cantt area, complete all as specified and as directed by Engineer-in-Charge. |
| 31 | M&L for preparation of new plastered or unplastered surface of walls and applying two coats of cement base paint complete all as specified and as directed. |
| 32 | M&L for preparation of old plastered or unplastered surface of walls and applying two coats of cement base paint complete all as specified and as directed. |
| 33 | PCC 1:3:6 type C1 using 20mm graded crushed stone aggregate as in bond stone including necessary formwork complete all as specified. |
| 34 | Reinforced concrete pipes, class NP2, laid and jointed complete with collars, bore of pipe 450mm, complete all as specified and directed. |
| 35 | Plain cement concrete 1:4:8, type D-2 nominal mix using 40mm graded aggregate as in concrete bed to drain pipes including forming cradles, packing under and haunching against the sides of pipes after they are laid and tested for dia of pipe 450mm, complete all as specified and directed.Note:- (i) The unit rate includes for use of form work.(ii) For width and depth of PCC bed - refer preamble (a) (i) (ii) on page 356 of SSR Pt-II). (iii) Haunching shall be as per MES SSR-part-I/Part-II Please Enable Macros to View BoQ information |
