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| 1 | Surface Excavation not exceeding 30 Cm deep and averaging 15 Cm deep and getting out in Soft/ Loose soil, complete all as specified and as directed. |
| 2 | Excavating in trenches n.exc 15 m wide and n.exc 1.5 m deep for foundations, etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 Sqm on plan and getting out in ordinary soft/loose soil, complete all as specified and as directed. |
| 3 | M&L for PCC (1:4:8) type D-2 (using 40mm graded crushed stone aggregates) lean concrete as in foundation, filling and mass concrete complete all as specified |
| 4 | M&L for PCC 1:2:4, type B-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed. |
| 5 | M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in surface channels and drains complete all as specified |
| 6 | M&L for TMT bars 10mm dia and over, cut to length, bent to shape as required incl cracking bending hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia, complete all as specified and as directed. |
| 7 | Ditto all as per Srl Item No 6 above, but 5 mm dia and over upto and including 10 mm dia inserting, spacers and binders |
| 8 | M&L for Mild steel 6 to 8mm dia TMT bars 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 |
| 9 | M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and beams, sides and soffits (if any) of foundation and plinth beams , and similar work, vertical or to batter, flat surfaces of concrete , surface is required to be fair finished complete all as specified and as directed. |
| 10 | M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions, rectangular or polygonal surfaces of concrete, surface is required to be fair finished complete all as specified and as directed. |
| 11 | M&L for form work to sides/soffits of beams/ lintel beam for rough finished surface of concrete flat, complete all as specified and as directed. |
| 12 | M&L for formwork to chullah hoods, chajjas, troughs and similar items including edge for rough finished surface of concrete flat, complete all as specified and as directed. |
| 13 | Use & waste for form work to soffits of suspended slab such as roof slab, floor slab , landing and similar work; not exc 200 mm thick horizontal or sloping, rough finished surface of concrete, complete all as specified and as directed. |
| 14 | M&L for formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n.exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n.exc 20cm wide, rough finished surface of concrete, complete all as specified and as directed. |
| 15 | M&L for RCC type (1:1.5:3) type A1 using 20mm graded aggregates 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. |
| 16 | M&L for RCC type (1:1.5:3) type A1 using 20mm graded aggregates as in columns, pillars, piers, posts and struts complete all as specified and as directed. |
| 17 | M&L for RCC (1:1.5:3) nominal Mix type A1 using 20mm graded aggregate in beams, lintels over 1.5 m span and the like complete all as specified and as directed. |
| 18 | M&L for RCC (1:1.5:3) nominal Mix type A1 using 20mm graded aggregate in chajjas etc, complete all as specified and as directed. |
| 19 | M&L for RCC (1:1.5:3) nominal Mix type A1 using 20mm graded aggregate in slab supported on walls, beam and column, roof, landing, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed. |
| 20 | M&L for Brick work with flyash bricks, straight or curved on plan exc 6 m mean radius built in CM 1:6 complete all as specified and as directed. |
| 21 | Returning filling in including, spreading, levelling, watering and well ramming in layers not exc 25 cm soft/loose soils, complete all as specified and as directed. |
| 22 | Removing excavated material n.exc 50mtr and depositing where directed at a level not exc 1.5 mtr above the starting point in soils complete all as specified and as directed. |
| 23 | Removing excavated soils exceeding 1.5 Km but not exceeding 5Km and depositing where directed all as specified |
| 24 | M&L for hard core of broken stone or boulders of gauge n.exc 63 mm deposited spread and levelled in layers n.exc 15 cm thick watered and rammed to a true surface complete all as specified and as directed. |
| 25 | M&L for 100mm thick PCC 1:4:8 type D-2 (using 40mm grade aggregate), as in sub base, complete all as specified and as directed. |
| 26 | M&L for Sand filling under floors or in foundations including watering and consolidation, complete all as specified and as directed. |
| 27 | M&L for 75mm thick PCC 1:2:4 type B-2 (using 40mm graded stone aggregate) as in plinth protection and finished concrete surface even and smooth without using extra cement complete all as specified and as directed. |
| 28 | M&L for plastering in CM 1:4 , 15mm thick on fair faces of brick/concrete wall surfaces and finishing even complete all as specified and as directed. |
| 29 | M&L for rendering 15mm thick in CM 1:4 on brick or concrete surface and rendering is to be finished even and smooth (without using extra cement) complete all as specified and as directed. |
| 30 | M&L for preparation of new surfaces of wall including cornices, plasters etc (Plastered or unplastered surfaces) and applying two coats of cement base paint complete all as specified |
| 31 | M&L for rendering 12 mm thick in Cement Mortar 1:6 on fair faces of Brick Walls or on Concrete Surfaces, finished Even complete all as specified and as directed. |
| 32 | M&L for preparation of new surfaces of walls including cornices pilasters etc, applying three coat of white wash complete all as specified |
| 33 | Supply only Water proofing compound, complete all as specified and as directed. |
| 34 | M&L for 5mm thick rendering in Cement Mortar 1:3 on Concrete Surfaces, ceiling etc finished surface Even complete all as specified and as directed. |
| 35 | M&L for preparation of new plastered surface of ceiling including cornices pilasters etc.and applying three coat of white wash on ceiling complete all as specified and as directed. |
| 36 | S&F steel window/ventilator 1.25mm thick box type (primer coated) ERW hollow P section of size 60mm x 25mm single rebated comprises glazed skeleton shutter ERW sec 50mm x 20mm and 1mm thick with two openable leaf consisting two Nos sash bars of T-section 20mm x 3mm complete welded to frame with one vertical mullion of ERW box type T-section of size 60mm x 25mm and 1.25mm thick including cutting holes and making good dismantled portion PCC (1:2:4) type B-1 four Nos for each window) including following fittings welded to frame shutter:-(a) Hold fast, 150mm long of 12mm x 3mm made to shape-04 Nos per window.(b) Handle of z section 20mm x 25mm, 100mm long 01 Nos per leaf. (c) MS tower bolt 150mm long- 2 Nos per leaf.(d) z section 20mm x 25mm, 100mm long stopper - 01 No per leaf.(e) MS pintal hinges of size 75mm x 12mm- 2 Nos per leaf.(f) Fabrication & fixing arrangement as per Drg No CEJZ/TD-06/07.Note: Grill/ flat iron and glass panes/ wire mesh shall be measured and paid separately under respective item of this BOQ. |
| 37 | Dito all as per Srl item No. 36.00 above, but gauged shutters without sash bars |
| 38 | S&F Steel ventilator with top hung shutter including hinges, steel peg stay, complete all as specified and as directed. |
| 39 | S&F for Steel rolling shutters, without ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: push pull or but gear operated type with bevel gear box and crank handle, complete all as specified and as directed. |
| 40 | S&F Figured Glass 3.0 mm thick, Pin Head type and glazing with Wooden Beads or Oil Putty in Square or Rectangular, not exc. 0.50 Sqm, complete all as specified and as directed. |
| 41 | S&F Galvanised mild steel wire cloth, 0.63mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks, or galvanised wire staples, complete all as specified and as directed. |
| 42 | M&L for preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 43 | M&L for preparation of old painted surface of steel and applying two coats of synthetic enamel paint, complete all as specified and as directed. |
| 44 | S&F mild steel framed work such as guard bars/grills, grating etc with end of bars shouldered and/or riveted or forged into spikes; framed guard bar ;barred iron door ;ladder frame baluster ;walk ways railling; framework of water tank and similar works including one shop coat of zinc chromate primer complete all as specified |
| 45 | M&L for 12mm thick cement plaster in cement mortar (1:3) on concrete roof surfaces finished even and fair, including cleaning the roof top by water etc with WPC complete all as specified and as directed. |
| 46 | M&L for Bitumen Primer shall be applied on plastered surface of roofs at the rate of 0.40 Kg/Sqm of Surface area of roof for use in water proofing and dump proofing treatment complete all as specified and as directed. |
| 47 | M&L for Painting the roof surface with a coat of hot blown paving industrial bitumen 85/25 as a bonding material in two coats one on primed surface & 2nd on APP based polymeric membrane at the rate of 1.20 kg/sqm complete all as specified and as directed. |
| 48 | M&L for APP based polymeric membrane minimum weighing 3 Kg/sqm and minimum 3mm thick reinforced with five layer polyster non wove fabric ( wt. Not less than 150 gms/sqm) laid on primed surface by forced application complete all as specified |
| 49 | Demolition of brick tiles single layer as in roof covering complete all as specified |
| 50 | Demolition of mud in roofs any thickness including plastering and leaping (whether full thickness removed or only a part thereof) all as specified |
| 51 | M&L for PCC (1:2:4) type B-0 (using 12.5mm graded stone aggregate) as in benching, roof padding, roof kerbs or mud stops, coping etc rounded or chamfered on edges complete all as specified and as directed. |
| 52 | M&L for plain cement concrete 1:2:4 Type B-1 (using 20 mm graded stone aggregate) cast in situ in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed. |
| 53 | M&L for 10mm thick cement plaster in cement mortar (1:3) mixed with integral water proofing compound in the proportion recommended by manufacturer, on concrete roof surfaces finished even and fair, including cleaning the roof top by scraping down with water etc all as specified and as directed. by Engineer-in-Charge (WPC shall be measured and paid separately under appropriate item of this BOQ) |
| 54 | M&L for cleaning the surface and made free of dirt, foreign particle, laitance followed by grinding all all protrusion to make surface modulated. Thereafter, inspection for cracks on the surface caused by thermal expiation contraction. Cutting the grooves with suitable cutter machine in V-groove filled with repairs mortar/ micro-concrete/ general purpose grout as recommended proportionally as per recommendation of manufacture. Making of Gollas at all the corners with polymer modified mortar (1:4) cement sand with 3.5% acrylic of cement weight complete all as specified and as directed. |
| 55 | Supply and applying high build elastomeric waterproofing coating based on pure hydrophobic polyurethane cold applied of spray/brush applied, membrane with an elongation of 280% and tensile strength of 2.7N/mm2 as per ASTM D 2370, crack bridging ability of 3mm, no leakage upto 5 bars of water pressure as per DIN 1048, min 88% solid content. The system includes final base preparation, epoxy primer 1:1 (Resin; harder) application with 100% water dilution and Pure polyurethane application in 2 coats with a total min consumption of 1.25 kg per Sqm. Application should be done with Graco sprayer by a company authorised applicator” complete all as specified and as directed. |
| 56 | S&F PVC (SWR) pipes 110 mm dia with single socketed in any length with rubber ring joints fixed on brick walls or laid in trenches with PCC 1:2:4 complete houching with bedding including demolition and braking up existing pipes with fittings complete all as specified and as directed. |
| 57 | S&F PVC (SWR) bends 110 mm with access door complete all as specified and as directed. |
| 58 | M&L for Cement concrete type C1 1:3:6 using 20 mm graded stone aggregate in surface channels and drains |
| 59 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement. |
| 60 | M&L for precast cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in landings, cover slabs (for man holes etc.) water troughs, mangers, and similar articles with plain faces complete all as specified |
| 61 | M&L for concrete bed to drain pipes including packing under and haunching against the sides of pipes after the air laid and tested in Cement Concrete 1:3:6 type C2 for bore of pipes 200mm dia complete all as specified and as directed. |
| 62 | M&L for reinforced concrete pipes 200 mm bore of pipe, class NP2, laid, jointed and tested with collars complete all as specified and as directed. |
| 63 | Dismantling of asbestos cement plain or corrugated asbestos cement sheet as in roof coverings complete all as specified and as directed. |
| 64 | M&L for Pre- painted galvalume aluminium zinc coating Az 150 Gi based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed. |
| 65 | M&L for Pre-painted galvalume aluminium zinc coating Az 150 GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed. |
| 66 | S&F Rolled mild steel work roof trusses (framed),trussed, purlins, rafters, crane gantries, post and heavy brackets framing (beams, tee, angle, channel or flat section) including MS plates, nut bolts etc complete conforming to Fe 410-W(GdeE-250) quality B complete all as specified and as directed. |
| 67 | Excavating in post holes each n.exc 0.5 cum, and getting out, in soft/loose soil and removing surplus soil to a distance n.exc 50m and making good surface complete all as specified and as directed. |
| 68 | M&L for laying 60 mm thick machine pressed precast concrete interlocking paver block and shape and size conforming to IS -15658-2006 of M-35 Grade with grey cement and no pigment including dismantling of old paver block complete all as specified and as directed. NOTE: The sample shall be got approved from the GE before build procurement and lots shall be got tested indecently by the GE |
| 69 | Supply & install High mast pole 12.5 mtr High 12 sided polygon having hot dip galvanising as per IS, tubular structure with BS EN 10025 as per IS-2062,in two section longitudinal and welded in one section with thickness of sheet 3mm top and 3mm bottom suitable for wind velocity as per IS-875 (part-3) 1987 with lightning protection finial GI with single spike of 1200 mm long with accessories, LED type aviation obstructions lights including wiring & connection and including necessary excavation, returning filling, removal of soil from site all and PCC foundation of high mast light as per manufacturer design having door opening of size 900mm x 250mm at base with close fitting door with allen key locking with base plate of size 520mm dia 25 mm thick (min) with 06 Nos foundation bolts of M24 and 750 mm long with PCD 750 mm including lantern carriage of ERW class-B MS Pipe NB 40 in round shape 600 mm (ID) with 6 arms duly welded having load carrying capacity 6 luminaries and accessories with double drum 2 winch of capacity 350 Kg (SWL)having motorised operation with manual mode with control gear assembly with self lubricating in permanent oil bath including first fill of lubricant SAE-90/140 with two stainless steel wire rope 7/19 of 6 mm dia of grade AISI 316 provided with suitable thimbles and terminals with minimum breaking capacity 2350 Kg per rope including integral power tool suitable to operate on AC 440 Volts/240 Volts electric supply, single speed reversible type and trailing electric cable flexible with stranded copper conductor 25 sqmm 5 core having EPR/PVC insulated and PCP/PVC sheath IS marked complete all as specified and as directed. |
| 70 | S&F LED flood light fitting of 120 watt in epoxy powder coated pressure die-cast aluminium housing with, heat resistant toughened clear glass fixed with SS screws controlled with potted CVCC type, BIS marked electronic driver duly enclosed of approved brand only in housing having protection against over voltage, short circuit and open circuit and surge protection against lightening of 5 KV minimum in circuit and 5 KV outside the driver but inside the fixture with IP-66, Class-1 protection for LED and control gear compartments with high power LED chips of rating 2.5 to 3 watt (maximum) with colour temperature 5700 K(max) with secondary optics modular independent lenses provided with casing and caping to minimize glare and for better distribution of light suitable for voltage band 120 volts to 270 volt, power factor 0.95 (minimum) having efficacy 100 lumens/watt on 12.5 mtr high mast pole all as specified and as directed. Make: Bajaj/Crompton/ Havells/ Polycab/ Note : (i) LED fittings shall be made in India and of standard size only.(ii) LED fittings shall have supporting LM-79 & LM-80 test certificate from govt approved NABL accredited Lab showing all the parameters duly signed by the local office bearer of manufacturer. (iii) LED fittings shall have 2 years written Warranty from local office bearer of manufacturer. |
| 71 | Supply, lay, jointing and testing cable PVC Insulated screened PVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 16 sq mm 4 core in trench, pipe all as specified and as directed. |
| 72 | M&L for sand cushioning with clean dry sand to cables with layer of sand 8 cm before laying of cable and 15 cm thick after laying of cable complete all as specified.Note : For payment purpose punned thickness of 18 cm shall be measured against spread thickness of 23 cm as mentioned in para 19.75 of SSR part-I. |
| 73 | Supply & laying old size sub class 'B' bricks laid flat in trenches over the cable with the length of brick perpendicular to the direction of cable length, adjacent/abutting each other complete all as specified and as directed. by Engineer-in-charge. |
| 74 | M&L for boring of holes under road, pavement, hard standing manually by using necessary T&P and drawn cable through suitable size of GI pipe light grade complete all as specified and as directed. (Note: GI PIPE shall be paid in other part of schedule) |
| 75 | S&F GI pipe 40 mm bore light grade for protection of cable including provn of MS flat bends/clamps complete for fixing along GI pipe along wall/ pole/laid under the road/ floor complete all as specified and as directed. by Engr-in-Charge |
| 76 | M&L for Earthing with GI or steel earth plate electrode 60cmx60cmx6 mm thick, burried directly in ground vertically (earth pit not less than 2.25 metre deep below normal ground level) with top edge of the plate to a depth not lass than 1.5 metre below normal ground level covered on all sides with alternative layers of charcoal dust and common salt 15 cm thick connected with and including 7.5 mtr galvanized earth lead GI strip 25x4mm dia by means of bolts, nuts, check nuts and washers of galvanized iron or steel with protection pipe of GI light grade 50 mm bore from top of the earth plate electrode upto 5.0 metre and watering pipe 20 mm bore, GI medium grade with funnel and wire mesh all as shown in electrical plate No. 6 of SSR Part-I and connected to earthing test point all as specified or indicated and testing on completion, including PCC earth pit of size 300x300x300mm (top of chamber minimum 15 cm above the normal ground level (1:3:6) using 20mm graded stone (in PCC 1:3:6 type) C-2, CI cover with CI frame with locking arrangement, making good the disturbed surface to match the existing surface upto 2 sqm around the earth pit complete with excavation and earth work etc in any type of soil /rock and disposal of surplus soil to a distance not exceeding 50 mtr and as shown in Electrical plate No 3 of SSR Part-I (2009) and including testing on completion complete all as specified and as directed. Note : If result is not achieved satisfactory, contractor will have to do re- earthing at his own cost. Nothing shall be paid extra on this account |
| 77 | Supply, install, testing and commissioning of feeder pillar, of size 0.6 mtr x 0.5 mtr x 0.4 mtr, outdoor cubicle type weather and vermin proof totally enclosed made out of 3 mm thick CRCA sheet machine pressed, suitable to operate on 3 phase 4 wire system, 415 volts, 50 Hz with locking arrangement, bottom gland plate with sufficient numbers of circular cable entry holes including glands, prewired complete duly powder coated comprising with MCB TPN 40 Amp, C- Curve, 415 volts - 01 Nos, MCB TPN 32 Amp, C- Curve, 415 volts - 01 No. MCB SP 10 Amp, C- curve - 04 Nos, astronomical timer - 01 No, 4 pole contactor 415 V/230 V -01 No, rotary switch of motor for moving up / down the lantern carriage - 01 No. with supporting legs of angle iron of size 40 x 40 x 6mm of length 100 cm long duly grouted in PCC (1:3:6), 50cm below ground level and 50 cm above ground including construction of masonry platform complete all as specified. Please Enable Macros to View BoQ information |
