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| 1 | Dismantling posts or struts (wood, steel or RCC) any section, including taking out embedded portion and making good disturbed ground, posts embeded in concrete, brick work, masonry, etc complete all as specified and directed. |
| 2 | Dismantlng barbed wire fencing any type any position complete all as specified and directed. |
| 3 | Surface excavation n. exc. 30 cm deep and averaging 15cm deep including clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one metre above ground level) and removing rubbish upto a distance of 50 metres and getting out soft/loose soil complete all as specified and directed. |
| 4 | Earthwork in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.50 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.50 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. |
| 5 | Excavating in post holes (or similar holes) each n exc 0.50 cum, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, hard/dense soil., etc complete all as specified and directed. |
| 6 | M&L for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass conctrete complete all as specified and directed. |
| 7 | M&L for PCC 1:3:6 type C2 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete including formwork complete all as specified and directed. |
| 8 | M&L for stone walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM (1:6) complete all as specified and directed. |
| 9 | M&L for brick work with flyash modular bricks, straight or curved on plan exceeding 6m mean radius in CM 1:6 complete all as specified and directed. |
| 10 | M&L for RCC (nominal mix) Type B1 1:2:4 ((using 20mm 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 directed. |
| 11 | Formwork to sides of concrete foundation 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 rough finished surfaces of concrete complete all as specified and directed. |
| 12 | S&F mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 13 | S&F mild steel TMT bars 5mm dia and over upto 10mm dia bar as in stirrups cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 14 | M&L for 15mm thick rendering in CM 1:4 on fair faces of stone/brick masonry work or concrete work finishd even and smooth without using extra cement complete all as specified and directed. |
| 15 | M&L for preparation of new plastered surfaces on wall and applying two coats of weather proof paint over over a coat of alkali resistence primer complete all as specified and directed. |
| 16 | Returning, filling in any type of soil including, spreading, levelling, watering and well ramming in layers not exc 25cm thick complete all as specified and directed. |
| 17 | Removing of surplus material exc 250m but n exc 500m and deposited where directed at a level not exc 1.5m above the starting point complete all as specified and directed. |
| 18 | M&L for raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:3 complete all as specified and directed. |
| 19 | M&L for cement concrete type B0 1:2:4 ((using 12.5mm graded crushed stone aggregate)) in copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. |
| 20 | S&F GI Powder coated 3D anticut wiremesh fence system in Green/Blue/red colour. The fence panel shall be 3mm/4mm dia GI wire mesh with V-Bend welded wire mesh system, perimeter coated with hot dipped polymer coated wire mesh. coating thickness 60 to 80 micron as per IS 13671 EN 10223 complete all as specified and directed by Engr-in-Charge. Note:- The colour and pattern of the fence shall be approved by the GE. |
| 21 | S&F GI Powder coated steel post with or without arm for concertina coil complete for fixing of 3D Fence panel including all fitting and fixing arrangement incl all spider clamps, fastner, bolts, flange, Base plate etc as recommended by fence manufacturer. The post shall be powder coated hot dipped fine polymer coating thickness 60 to 80 micron with approved colour as decided by Engr-in-Charge complete all as specified and directed.Note: The colour and pattern of the post shall be approved by the GE. |
| 22 | S&F 110mm dia PVC (SWR) grade single socketed pipes in any length complete with rubber ring joints laid in trenches or in floors/walls complete all as specified and directed. |
| 23 | S&F mild steel framed steel work such as grills, gratings, ornamental gates, framed guard bars, barred iron doors, ladders, framed balusters, walk-way railings, water tank supporting frames, and similar fabricated steel works, with ends of bars shouldered and/or riveted, including forged spikes wherever required, fabricated from steel conforming to Fe 290 Grade E165 complete all as specified and directed. |
| 24 | S&F punched type Concertina Coil of 610 mm diameter, manufactured in accordance with the latest IS 6745:1972, made from deep-drawn quality steel strip with galvanized coating and provided with medium barbs. The concertina coil shall be fixed in position on security fencing, fence posts, or Y-arms as required. The coil shall be stretched and secured at a density of 10 coils (loops) per running metre (stretched condition) so as to maintain a uniform 610 mm diameter throughout the installation. Fixing shall be carried out using approved galvanized fasteners including J-clips, U-clips, binding wire, and other necessary accessories complete all as specified and directed. |
| 25 | S&F for Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and training and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and directed. |
| 26 | M&L for preparation of new or previously untreated steel surfaces of any description over 10 cm in width or girth not otherwise described and applying two coats of synthetic enamel paint over of red oxide zinc chrome primer complete all as specified and as directed. |
| 27 | Excavation in trenches n. exc 1.50m wide and n. exc 1.50m in depth in any type of soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc and getting out complete all as specified and directed |
| 28 | All asper item No 27.00 above but exc. 1.50m but not exc. 3.00m |
| 29 | M&L for brick work with flyash modular bricks, straight or curved on plan exceeding 6m mean radius in CM 1:4 complete all as specified and directed. |
| 30 | M&L for RCC 1:2:4 type B1 (using 20mm graded crushed stone aggregate) as in slabs, shelves supported on walls, beams and columns in floor or roof including balconies, canopies, deck slabs or in Chajja/facia projection and the like complete all as specified and directed |
| 31 | Form work to soffits of suspended slab such as roof slab and similar work n. exc 200mm thick (horizental or sloping) rough finished flat surface complete all as specified and directed |
| 32 | S&F mild steel framed work as in Framed work as in doors or gates of angle or Manhole Cover ,other section with gusset plates, rails, braces, etc., complete, drilled for fixing of stesheetinorother covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing comp in manhole cover frames conforming to Fe 410-W (Gde-E-250) quality 'A' complete all as specified and as directed |
| 33 | M&L fot preparation of surface and applying two coats of acrylic emulsion paint of approved shade on wall surfaces over a coat of approved acrylic wall primer complete all as specified and as directed |
| 34 | Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and directed. |
| 35 | M&L for moorum / red bajri filling in floors or pavings, laid in layers nexc 15cm thick, spread, levelled and rammed including waterring and consolidation complete all as specified and directed. |
| 36 | M&L for hardcore with broken stone of gauge not exceeding 63 mm, deposited, spread, levelled in layers not exceeding 15 cm in thickness, watered and well rammed to a true and even surface, complete all as specified and directed. |
| 37 | M&L for loose filling with stone aggregates/boulders of gauge 40 mm to 80 mm in soakage pits, soakage wells and similar works, complete all as specified and directed. |
| 38 | M&L for gravel/moorum filling in floors, pavings or under floors, spread and levelled in layers not exceeding 15 cm thick, watered and well rammed to a true and even surface, complete all as specified and directed. |
| 39 | M&L for sand filling 200 mm thick under floors, foundations, trenches and plinth protection, including watering, consolidation and dressing to required levels, complete all as specified and directed. |
| 40 | M&L for aggregate/boulders for loose filling, graded, of gauge 80 mm to 150 mm, deposited, spread and levelled as required, complete all as specified and directed. |
| 41 | M&L for drilling 200 mm diameter bore hole by DTH-cum-Rotary rig in any type of soil, murum, soft rock or hard rock, at any depth below ground level up to 40 metres depth, including casing wherever required during drilling, removal and disposal of excavated material to a distance not exceeding 50 metres, and cleaning of bore hole complete all as specified and directed. |
| 42 | S&F self-perforated UPVC pipe, 160 mm nominal bore, pressure rating 10 kg/cm², lowered and fixed in bore hole including all necessary couplings, jointing, alignment, handling, lowering complete all as specified and directed. |
| 43 | S&F plain UPVC pipe, 160 mm nominal bore, pressure rating 10 kg/cm², lowered and fixed in bore hole including all necessary couplings, jointing, alignment, handling, lowering complete all as specified and directed. |
| 44 | S&F PVC web cap 160mm dia complete all as specified and directed. |
| 45 | M&L for precast RCC 1:2:4 type B1 (using 20mm graded crushed stone aggregate) as in landings, cover slabs (for manholes etc), shelves and similar articles with plain faces including necessary form work, set in CM 1:4 complete all as specified and directed Note : Reinforcement shall be measured and paid for separately. |
| 46 | M&L for plain cement concrete 1:3:6 type C1 (using 20mm graded crushed stone aggregate) as in surface channel or drain or benching in manhole complete all as specified and directed |
| 47 | M&L for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms, moulds, mitered/stopped ends etc complete all as specified and directed |
| 48 | M&L for PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in copings, kneelers, apex stones, bed plates, kerbs, retaining wall etc on the top of the brick masonary including necessary form work complete all as specified and directed |
| 49 | M&L for 75mm thick cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) as in floor/ plinth protection finish the surface even and smooth with using extra cement including filling the expansion joints with bitumen filler / filler boards and necessary form work etc complete all as specified and as directed. |
| 50 | Removing excavated material (disintegrated rocks) n .exc 50 m and depositing, where directed at a level n. exc 1.5 m above the starting point complete all as specified and as directed. |
| 51 | M&L for chequered cement concrete tiles (glossy finished) with grey cement and pigment of size 25cmX25cmX25mm thick ,set and jointed and pointed in neat cement slurry in floor etc over and including 15mm thick screed bed in CM 1:6 complete all as specified and directed. |
| 52 | M&L for precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade with grey cement and pigment laid over and including 25 mm thick (compacted thickness) sand cushioning laid dry to the profile complete all as specified and directed. |
| 53 | M&L for precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and pigment laid over and including 25 mm thick (compacted thickness) sand cushioning laid dry to the profile complete all as specified and directed. |
| 54 | S&F reinforced cement concrete (RCC) pipes, 300 mm internal diameter, Class NP3, laid to the required line, level and gradient, and jointed with RCC collars including all necessary jointing materials, cutting, handling, lowering, alignment, testing and commissioning, complete all as specified and directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
