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| 1 | Excavating over area, not exceeding 1.5 m depth; for foundation, etc.and getting out in any type of soil, complete all as specified and as directed. |
| 2 | Excavating in trenches, n exc 1.5 m wide and n.exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, and for laying of cable or pipes etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting outin any type of soil, complete all as specified and as directed. |
| 3 | Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in any type of soil,complete all as specified and as directed. |
| 4 | Removing excavated material n.exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point, complete all as specified and as directed. |
| 5 | Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete, complete all as specified and as directed. |
| 6 | 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 batter including rough finished flat surfaces of concrete, complete all as specified and as directed. |
| 7 | Reinforced cement concrete M-25 design mix (using 20 mm graded crushed stone aggregate) as in 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 as directed. |
| 8 | Formwork for fair finished to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and directed. |
| 9 | RCC M-25 (design mix), using 20 mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and as directed |
| 10 | Use and waste of form work to sides of pillars, posts, struts, piers, columns and stanchions etc, square, ractangular or polygonal, to obtain rough finished surface of flat concrete complete all as specified and as directed. |
| 11 | Reinforced cement concrete M-25 design mix (using 20 mm graded crushed stone aggregate) as in columns, pillars, piers, posts and struts,complete all as specified and as directed. |
| 12 | TMT mild steel bars, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and including binding with MS wire (annealed not less than 0.9mm dia), complete all as specified and as directed. |
| 13 | TMT mild steel bars, 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders and binding with and includingMS wire (annealed not less than 0.9mm dia) , complete all as specified and as directed. |
| 14 | Taking down cement plaster, any description on brick or stone or cement concrete walls including raking out joints, hacking for key, removing all type of vegetation (like peeple tree etc) scrubbing down with water complete, all as specified and as directed. |
| 15 | Brick work with old size sub class \"B\" bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:6, complete all as specified and as directed. |
| 16 | 15mm thick rendering on fair faces of brick or concrete surfaces in cement mortar 1:4, including finishing the surfaces even and smooth without using extra cement, complete all as specified and as directed. |
| 17 | Preparation of newly plastered or unplastered surfaces of wall & applying two coats of cement base paint, complete all as specified and as directed. |
| 18 | 110 mm dia PVC (SWR) pipes single socket in any length as in weepholes of retaining wall allas specified and directed. |
| 19 | M & L hand rails, half round or other stock section or core for wooden hand-rail straight portion drilled and countersunk for balusters running bars, for doors, balusters,nosingtosteps includingembeddinginconcrete and screwing etc. wind ties for roofincluding securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling,boltingor riveting, etc complete all as specified and as directed. |
| 20 | Mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted or forged into spikes, framed guard bar, barred iron doors; ladder, framed balusters; railing; frame work for water tanks, cooler stand etc and similar work conforming to FE 290-0 or Gde-E-165, complete all as specified and as directed. |
| 21 | Galvanised, 2 strand, steel barbed wire 2.24 mm dia, barbed with 2.00 mm dia barbs at 75 mm spacing, straining and fixing to any standard rails and straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire staples or steel pins etc all as specified. (Each line of wire to be measured) |
| 22 | Punched tape concertina coil (including spike and handle) with 50 turns and 500mm dia,width of barbed 9mm and spacing of clips 23.5 mm to 24.5mm c/c weight of coil will be 10 to 14 kg without packing and coil length will be 6m when opened up etc, complete all as specified and directed. |
| 23 | Demolition of brick work or stone masonry built in cement mortar including all quoins arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles, complete all asspecified and directed. |
| 24 | Demolition of cement concreteun reinforced of any description and in any position not otherwise specially provided for complete all as specified and directed. |
| 25 | Vitrified tiles light shade 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match,over and including 15 mm thick screed bed or bedding layer in cement mortar 1:4, complete all as specified and as directed. |
| 26 | 18-20 mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including cutting and polishing over and including 20 mm thick screed bedding/ backing layer in CM 1:4, complete all as specified and as directed. |
| 27 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out in any type of soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface, complete all as specified and as directed. |
| 28 | Plain cement concrete 1:2:4 type B-2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete, complete all as specified and as directed. |
| 29 | Fixing only chain link fencing including line wire, any mesh, size and type to any type of standard rails, straining bots etc including provision of binding wire complete all as specified and as directed. |
| 30 | Supply only mild steel galvanised chain link fencing of mesh galvanised any size or type complete all as specified and as directed. |
| 31 | Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified and as directed. |
| 32 | Preparation of new steeland iron surfacesexceeding 10 cms width or girth, not otherwise describedand applying two coats of synthetic enamel paint over a coat of red oxide/zink chrome primer complete, complete all as specified and as directed. |
| 33 | Plain cement concrete 1:2:4, type B-1 (using 20 mm graded crushed stone aggregates) as in steps, seismic and other similar bands, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, cills, lintels upto 1.50 metre clear span, copings etc. and in similar works including weathering, slightly rounded or chamfered angles and throating and necessary form works, complete, all as specified and directed. |
| 34 | Plain cement concrete 1:2:4 type B-2 (using 20mm graded crushed stone aggregates) asin surface channels and drains including necessary formwork, complete all as specified and as directed. |
| 35 | Walling of random rubble stone masonry uncoursed, with best quality locally available stones, well bonded, bedded and solidly hearted,built in cement mortar 1:6 complete all as specified and as directed. |
| 36 | Raised pointing to random or polygonal rubble stone masonry, uncoursed or brought upto courses, in cement mortar 1:3 complete all as specified and as directed. |
| 37 | Pre-cast plain cement concrete 1:3:6, type C-1 (using 20 mm graded crushed stone aggregates) as in bond stones and in similar works set in cement mortar 1:6, including necessary form works, complete all as specified and directed |
| 38 | Extra over stone walling of granite, trap or basalt stone for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface n exc 20mm, complete all as specified & directed. |
| 39 | Hand packing with broken stone or boulders (any thickness )at back of wall over arches etc and rising (or lowering) to the required level complete all as specified and as directed. |
| 40 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base, complete all as specified and as directed. |
