|
| 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 | 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. |
| 4 | 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. |
| 5 | 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. |
| 6 | 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. |
| 7 | Use and waste of form work to sides and sofits of floor or roof beams, beams haunching, girders, bressummers, lintels, cantilevers,shelves including supports, overhangs etc to obtain rough finished flat surface of concrete complete all as specified and as directed. |
| 8 | 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. |
| 9 | Formwork to sides of columns sides rough finished surfaces of concrete complete all as specified and as directed. |
| 10 | 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. |
| 11 | Reinforced cement concrete M-30 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 incl 10mm dia , as in stirupps cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with MS wire (annealed not less than 0.9mm dia) , all as specified and as directed. |
| 14 | 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. |
| 15 | 15mm thick rendering on fair faces of brick or concrete surfaces in cement mortar 1:4, finished even and fair without using extra cement, complete all as specified and as directed. |
| 16 | 15mm thick rendering on other than fair faces of brick or stone surfaces in cement mortar 1:4, finished even and smooth without using extra cement, complete all as specified and as directed. |
| 17 | 5mm thick rendering on fair faces of brick or concrete surfaces in cement mortar 1:4, finished even and fair without using extra cement, complete all as specified and as directed. |
| 18 | Preparing 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. |
| 19 | 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. |
| 20 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed. |
| 21 | Bands straps, support or stays for rainwater, ventilating pipes including bolts, if required hooks (stay) , heavy for large gates, hook and pintel hinges, large hasp and staple 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 pieceinserts two way and three way straps plate washers and similar small articles conforming to Fe-290 Gde E-165 complete all as specified and as directed. |
| 22 | 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. |
| 23 | Forming V grooves in plaster n exc 10mm deep and n exc 10mm on face , complete all as specified and as directed. |
| 24 | Mild steel work such as angle iron post, flat iron in fencing including cutting as making double swan neck i.e \"Y\" shaped including weilding with proper overlapping & weilding MS plate with angle iron bottom as directed drilling holes notching for wire etc embedded in concrete fixed vertically conforming to Fe290grade E-165 complete all as specified and as directed. |
| 25 | Preparation of wooden or wood based surfaces steel & iron work new or old of any description and grith not otherwise desceibed and treated with tar or coal tar black paint, complete all as specified and as directed. |
| 26 | 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. |
| 27 | Galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails starining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc as directed (each line wire to be measured). |
| 28 | Concertina coil with punched tape of 600mm dia, centre core wire shall be minimum 2.5mm dia of mild steel conforming to IS 280-2006, galvanised coating of steel concertina coil shall confirm to requirements as laid down for medium coated wire in IS 4826 \"Hot dip galvanised coating of round steel wires\" concertina coil shall be fixed in diamond shape the help of dove tail two handles and spikes shall be fixed at both ends of coil, minimum straight length of the wire 150RM of 10 RM of wor, minimum weight 13.5 kg for 10 RMof work i.e 90g, per RM of wire complete all as specified and directed. |
| 29 | 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. |
| 30 | 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. |
| 31 | Walling of random rubble stone masonry uncoursed well bonded, bedded and solidly hearted, built in cement mortar (1:6) including providing weep holes complete all asspecified and directed.(if PCC bond stone used in lieu of stone bond, the same shall be measured and paid separately). |
| 32 | Pre-cast plain cement concrete 1:2:4, type B-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. |
| 33 | Hand packing (any thickness) of broken stone or boulder at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and as directed. |
| 34 | Raised pointing to Random Rubble stoneuncoursed or brought upto courses Masonary in Cement Mortar 1:3 complete all as specified and as directed. |
| 35 | Extra over stone wallingfor hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses of granite or trap stone etc. and hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc. 20 mm complete all as specified and as directed. |
| 36 | PVC pipe 110 mm dia low density of pressure rating 10Kg/Sqcm (in short lengths) fixed in walls as weep holes as in retaining wall 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 | 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. |
