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| 1 | Demolition of brickwork of stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles incl removal of demolished material outside defence land complete all as specified and directed. |
| 2 | Demolition of unreiforcement Concrete of any description and in any position not otherwise specifically provided fo, incl removal of demolished material outside defence land all as specified and directed. |
| 3 | Dismantling wrought iron or mild steel work of any description not otherwise provided all as specified and directed. |
| 4 | Demolition of Concrete( Reinforcement) of any description and in any position not otherwise specifically provided for ( reinforcement cut as required to facilitate demolition)all as specified and directed. |
| 5 | M&L for Earth work in any type of soil in excavation in all type of soil by mechanical means (Hydraulic excavator) means over areas(exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, all as specified and directed. |
| 6 | M&L for Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. |
| 7 | M&L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) in foundation, mass concrete and fillings complete all as specified and directed. |
| 8 | M&L RCC M30 ( Design Mix) 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 directed. |
| 9 | M&L RCC M30( Design Mix) as in walls, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. |
| 10 | M&L RCC M30 ( Design Mix) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and the like complete all as specified and directed. |
| 11 | M&L broken stone/ boulders for hand packing (any thickness) at the back of walls over arches ,and below the bed of Nallah/culvert etc. and raising (or lowering) to the required level complete all as specified and directed |
| 12 | M&L formwork fair finish & flat 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 complete all as specified and directed. |
| 13 | M&L formwork fair finish & flat to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc. vertical or to batter complete all as specified and directed. |
| 14 | M&L formwork fair finish & flat to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; exceeding 200m thick (Horizontal or sloping) complete all as specified and directed. |
| 15 | M& L Walling of random rubble, uncoursed , well bonded, bedded and solidly hearted, built in CM 1:4 complete all as specified and directed. |
| 16 | M&L for Flush pointing to block in course or ashlar masonry or random rubble masonary or concrete block walling in cm 1:4 complete all as specified and directed. |
| 17 | M&L for brick with fly ash brick old size straight or curved on plan exc 6m mean radius built in CM 1:4 complete all as specified and as directed. |
| 18 | M&L for PCC (1:2:4) type B0 using 12.5 mm graded aggregates lintels upto 1..5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directing complete all as specified and directed. |
| 19 | M&L Rendering 15 mm thick on fair faces of brick work or concrete surfaces with CM 1:4 finished even and smooth and fair without using extra cement complete all as specified and directed. |
| 20 | S&F mild steel TMT bars 10mm dia and over cut to length, bent to shape required, including crancking bending and binding with mild steel(anneal) wire not less than 0.90mm dia. complete all as specified and directed. |
| 21 | S&F mild steel TMT bars 5 mm dia and over and up to 10 mm dia as in stirrups, spacers and binders. complete all as specified and directed. |
| 22 | M&L for two coats of cement base paint over a coat of cement primer on newly plastred surfaces incl preparation of surfaaces complete all as specified and directed. |
| 23 | M&L for Sand filling under floors including spreading, levelling watering and well ramming in layers not exc 25cmor in foundation including watering and consolidation complete all as specified and directed. |
| 24 | Returning, filling in , including spreading, levelling watering and well ramming in layers not exc 25cm in any type of soil complete all as specified and directed. |
| 25 | M& L for Forming embankments by earth obtained from excavation including raising (or lowering) earth, spreading in layers n exc. 30cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base( Compection of earth filling to be acheived precentage of standared proctor density not less than 95%) complete all as specified and directed.(Note:The rates for standard proctor density test of earth filling are deemed to be included in rate quoted by contractor) |
| 26 | M&L for Forming embankments by approved earth including rough excavation and disposal of approved earth from excavated soil to work site raising (or lowering) earth, spreading in layers n exc. 30cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5m high from base( Compection of earth filling to beacheived precentage of standared proctor density not less than 95%) complete all as specified and directed. |
| 27 | M&L for 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. but exceeding 1.5m or part thereof in height above the first 1.5m complete all as specified and directed. |
| 28 | Surface excavation n.exc. 30 cm deep and averaging 15 deep and getting out in any type of soil complete all as specified and directed. |
| 29 | M&L hardcore of gauge exc. 63mm of broken stone boulders n exc 100 mm deposited, spread and levelled in layers watered and rammed to a true surface for hard standing complete all as specified and directed. |
| 30 | M&L for 100 mm thick cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) as in sub base to floors finished even fair complete all as specified and directed. |
| 31 | M & L of Machine pressed precast conctete interlocking paver block coloured glossy finished rubber pressed any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade ® with Grey cement and pigment complete all as specified and as directed. |
| 32 | S&F for Framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 290.Gde-E-165 complete all as specified and directed. |
| 33 | M&L for preperation of surfaces of any description, over 10cm in width or girth, not otherwise described and applying 2 coats of Synthetic enamel paint over a coat of red oxide complete all as specified and directed. |
| 34 | S&F 100 mm bore PVC (SWR) pipe fixed to walls complete all as specified and directed |
| 35 | M&L for Earth work in any type of soil in excavation in all type of soil by mechanical means (Hydraulic excavator) means over areas(exceeding 1.5 m in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, all as specified and directed |
| 36 | NOTE:- SCHEDULE OF CREDIT (Amount shall be deducted offline from the total quoted amount to workout the net contract sum to be considered for acceptance.) [(-) Rs. 50,224.00] Please Enable Macros to View BoQ information |
