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| 1 | 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. |
| 2 | Rough excavation not exc 1.5m deepand and getting out in any type ofsoil complete all as specified. |
| 3 | Rough excavationexceeding 1.5m deepbut n exc 3m deep and getting out in any type ofsoil complete all as specified. |
| 4 | 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. |
| 5 | Plain cement concrete (1:4:8) type D2 using 40mm graded stone aggregate as in foundation, fillingand mass concrete, complete all as specified and as directed. |
| 6 | 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. (PCC bond stone shall be measured and paid for seperately) |
| 7 | Precast PCC 1:3:6, type C-1 (using 20mm graded stone aggregates) as in bond stones, set in CM 1:6 with match the joints all as specified and directed. |
| 8 | Raised pointing to random or polygonal rubble, uncoursed on brought upto courses random rubble stone masonary in cm 1:3 complete all as specified and as directed. |
| 9 | 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. |
| 10 | Hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and as directed. |
| 11 | Plain cement concrete 1:2:4, type B-1 (using 20 mm graded crushed stone aggregates) as incopings, benching including weathering, slightly rounded or chamfered angles as directed including neccessary from work and finishing the exposed surfaces complete all as specified and directed. |
| 12 | 110 mm dia PVC (SWR) pipes single socket in any length as in weep holes of retaining wall allas specified and directed. |
| 13 | 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. |
| 14 | Removing excavated material exc. 50m but n exc 250m depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed. |
| 15 | Excavating over area, exceeding 1.5m depthbut not exceeding 3.0 mtr depth complete all as specified & directed |
| 16 | Removing excavated materialexc. 500m but nexc 1.5km, complete all as specified and as directed. |
| 17 | Plain cement concrete 1:3:6 type C-2 (using 40mm graded stone aggregate)as in foundations filling and mass concrete complete, all as specified and directed |
| 18 | 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. |
| 19 | Reinforced cement concrete M-30 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. |
| 20 | RCC M-30 (design mix), using 20 mm graded crushed stone aggregate as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, complete all as specified and as directed. |
| 21 | Mild steel TMT bars 6mm to 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for colunms, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips. |
| 22 | 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. |
| 23 | 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. |
| 24 | 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. |
| 25 | Formwork to faces of walls,retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batterfairfinished flat surfaces of concrete complete all as specified and directed. |
| 26 | 15mm thick rendering in cement mortar 1:3, with mixed with water proofing compound, on concrete surfaces/ PCC solid Block masonary, trowelled to even and smooth without using extra cement, complete all as specified and as directed. |
| 27 | Preparation of new plastered or concrete surfaces of walland applying two coats of cement base paint, complete all as specified. |
| 28 | Preparation of new steeland iron surfacesnot exceeding 10 cms width or girth and applying two coats of synthetic enamel paint over a coat of red oxide/zink chrome primer complete, complete all as specified and as directed. |
| 29 | Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, for laying cables/pipes, etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth in any type of soil and getting out soil, complete all as specified and as directed. |
| 30 | Brick work with old size sub class \"B\" bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4, complete all as specified and as directed. |
| 31 | Plain cement concrete 1:2:4 type B-2 (using 40mm graded crushed stone aggregates) asin surface channels and drains, complete, complete all as specified and as directed |
| 32 | Rendering 15mm thick on brick or concrete surfaces of walls in cement mortar 1:4 including finishing the surfaces even and smooth without using extra cementall as directed. |
| 33 | 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. |
| 34 | Precast reinforced cement concrete 1:2:4 (Nominal mix)type B-1, using 20mm graded crushed stone aggregates landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves, fins and similar articles with plain faces including all mouldings but excluding frame, set in cement mortar 1:4 complete all as specified and as directed |
| 35 | Reinforced concrete pipes 600mm bore ,class NP2, laid and jointed complete with coller all as specified and as directed. |
| 36 | Plain cement concrete bed to drain pipes in cement concrete 1:3:6 type C-2 of 600mm bore including packing under, and hunching against the sides of pipes after are laid and testedcomplete all as specified & directed. Note:- (i) Thickness of bed below barrel of pipe-10Cms. (ii) width of bed-outer dia of pipe plus 30 cms. |
| 37 | 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. |
| 38 | 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 |
| 39 | Formwork to pillars, coloumn and simiar work etc fair finished surfaces square, retangular and polygon all as specified and directed. |
| 40 | 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. |
| 41 | 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. |
| 42 | Rendering 15mm thick on other than fair faces of brick wall or stone masonry surfaces in cement mortar 1:4 including finishing the surfaces even and smooth without using extra cement all as directed. |
| 43 | Forming V groovesin plasternexc 10mmdeep and n exc 10mm on face.complete all as specified and as directed. |
| 44 | Rendering 5mm thick on brick or concrete surfaces of walls in cement mortar 1:4 including finishing the surfaces even and smooth without using extra cementall as directed. |
| 45 | Preparation of newly plastered or unplastered surfaces of wall and applying two coats of cement base paint in camouflage pattern, complete all as specified and as directed |
| 46 | 25mm thick pre-formed filler for expansion joints complete all as specified and as directed. |
| 47 | Mild steel workas in Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articlesconforming to grade Fe 290 (E-165)complete all as specified. |
| 48 | Preparing and treating small articals of wood and wood based materials, steel and iron work new or old such as stops, covers, gully gratings, holdfasts, ends of posts, backs of chwkats ect ara nexc 0.1 Sqm each complete all as specified & directed. |
| 49 | M & L for broken glass coping on top of walls in cement mortar 1:3 complete all as specified & directed |
| 50 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed. |
| 51 | Mild steel work as in 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, bolting or riveting, etc., and similar work conforming to Fe-290 gde E-165, complete all as specified and as directed. |
| 52 | Preparation of new steeland iron surfacesexceeding 10 cms width or girth and applying two coats of synthetic enamel paint over a coat of red oxide/zink chrome primer complete, complete all as specified and as directed. |
| 53 | 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) |
| 54 | Concertina coil 600 mm dia, 56 loops, 2.5 mm core wire, heavy galvanised (wire 275 GSM & Strip 200 GSM) , tensile strength of wire 1400 - 1500 N/Sqmm, weight 6-8 Kg/coil, stretchable length 6m to 8 m including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc complete, all as specified and as directed.Make : M/s Global Engg/ M/S Special Steels Ltd/ M/s Super Fence. |
| 55 | Notes:- The subject work shall be carried out in time bound manner being urgent work. The contractor shall make his own arrangement to complete the work within the completion date as given by GE in WO No.1 no extension shall be granted under the subject work. The contractor are advised to visit the site of work and quote their rates accordingly. No claim whatsoever on the this account shall be entertained at later stage. |
