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| 1 | Surface dressing not. exceeding 15cm deep in any type of soil including cutting bushes, vegetations & small trees upto 30cm girth and removal of debris to distance not exc. 100 metre complete all as specified andas directed. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 min width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out theexcavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kind of soil complete all as specified and directed. |
| 3 | Material and labour for Plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate in foundations filling and mass concrete complete all as specified and directed. |
| 4 | Material and labour for form work 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 with rough finished, flat surfaces of concrete, complete all as specified and directed. |
| 5 | Material and labourfor formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished, square, rectangular or polygonal flat surfaces of concrete, complete all as specified and directed. |
| 6 | Material and labour for formwork 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. for Rough finished, flat surfaces of concrete, complete all as specified and directed. |
| 7 | Material and labour for mild steel TMT bars 10mm dia andover ,cut to length, bent to shaperequired including cranking, bending spirally for hooping for columns hooking ends and binding with and including MS wire (annealed ) not less than 0.90mm dia complete all as specified and as directed. |
| 8 | Material and labourfor mild steel TMT bars 5mm dia and over upto 10mm, cutto length, bent to shape required including cranking, bending as in stirrups and binders and binding with and including MS wire (annealed) not less than 0.90 mm dia complete as specified and as directed. |
| 9 | Material and labour for precast cement concrete block masonry with solid blocks made out of PCC 1:3:6, type C-1 with using 20mm graded stone aggregate, exceeding 10cm in width and setting in cement mortar 1:6 etc completeall as specified and as directed. |
| 10 | Material and labourfor preparing newly plastered wall surface and applying two coats of cement base paint over a coat of alkali resistiveprimer complete all as specified and directed. |
| 11 | Material and labourforgalvanised 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins,etc all as specified and as directed.Note : Each line wire shall be measured. |
| 12 | Returning filling, including spreading, levelling, watering and well rammingin layers n.exc 25 cm complete all as specified and directed. |
| 13 | Removing excavated soil to a distance exceeding 50 metre and n exc 100 m depositing where directed at a level not Cum exceeding 1.5 metre above starting point complete all as specified and directed. |
| 14 | Material and labour for preparation of new untreated steel surfaces of any description, over 10cm in width or girth, not Sqm otherwise described and applying two coats of synthetic enamal paint over a coat of red oxide primercomplete all as specified and directed. |
| 15 | Boring for cast-in-situ bored under reamedpiles of stem dia 450mm ,bulb dia 900mmand depth7.95m through any type of soil/strata by DMC method using bentonite slurryand getting out and disposal of spoil to a distance of n exc 50mcomplete all as specified and as directed.Note: The rate shall include mobilisation, erection, dismantling and demobilisation of equipment for pile boring including all labours and material. Nothing extra shall be payable for mobilisation of equipment separately all as specified and shown on drawing. |
| 16 | Material and labourfor Design mix M-30 Foundations, including rafts, footings, foundation beams (Pile cap , Grade Beam; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles by using tremie pipe and mass concrete complete all as specified andas directed. |
| 17 | Material and labour for RCC Design mix M25 grade using 20mm graded stone aggregate as in column, pillar, piers, post and struts etc all as specified and directed. |
| 18 | Material and labourfor RCC design Mix M-25 as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified andas directed. |
| 19 | Material and labour for rendering 15 mm thick in cement mortar 1:4 on fair faces of PCC block & concrete surfacefinished even and Smooth without using extra cementcomplete all as specified andas directed. |
| 20 | Supply and fix 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 balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290. Gde-E-165 complete all as specified andas directed. |
| 21 | Supply and fix Rolled mild steel in Joist, channel, angle or tee sections fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) Fe-410- W (Gde-E-250) quality-B all as specified and directed. |
| 22 | Supply and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 m openable length (Total length 90 m), having 50 Nos rounds per 6 meter length, spring core wire (25 mm thick) of high tensile strength of 165 kg/Sqmm with tape (0.52 mm thick) and weight 43.47 gm/metre and fixing the same with existing Y-shaped angle iron placed 2m or 3m apart, stud tied with GI staples and GI clips to retain horizontal, including necessary bolts all as specified and as directed.Note : Angle sections shall be measured and paid under relevant items. |
| 23 | Material and labourfor PCC (1:3:6) type C-1 using 20mm graded stone aggregateas in coping, bed blocks, and Kerbs including necessary form work, weathering, slightly rounded or chamfered angles and throating complete all as specified andas directed. |
| 24 | Excavating in post holes (or similar holes) in soft/loose soil each n exc 0.5 cu. M, getting out, returning, filling in and raming earth or broken rubble midxed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface complete all as specified andas directed. |
| 25 | Material and labour for mild steel TMT bars 10 mm dia and over upto 16mm, cutto length, bent to shape required including cranking, bending as in stirrups and binders and binding with and incl MS wire (annealed) not less than 0.90 mm dia or welding complete as specified and as directed. |
| 26 | Material and Labour for Conducting initial (Vertical load test, lateral load test and pull out test) on one test pile in accordance with relavant IS code including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc including T&P complete as specified and as directed.Note: Mobilization of related machinery and equipment shall deemed to included in the quoted rate. |
| 27 | Material and Labour for Conducting routine (Vertical load test, lateral load test) on two workingpile in accordance with relavant IS code including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc including T&P complete as specified and as directed.Note: Mobilization of related machinery and equipment shall deemed to included in the quoted rate. |
| 28 | Material and Labour for conducting NDT Integrity test confirming IS on working piles including all necessary arrangement as required on site complete all as specified and as directed. |
