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| 1 | Dismantling posts or struts (wood, steel or R.C.C.) of any section, embedded in concrete including taking out embedded portion and making good disturbed ground, complete all as specified and as directed by Engineer-in-charge. |
| 2 | M&L for Excavation in post holes (or similar holes) each n.exc 0.5cum in soft/loose soil and getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering and removing of surplus soil to a distance n.exc 50 meters and making good surface, complete all as specified and as directed by Engineer-in-charge. |
| 3 | M&L for Hardcore with broken stones/ 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 by Engineer-in-charge. |
| 4 | M&L for broken bricks Loose filling with aggregates of gauge 80 to 150 mm in soakage pits, soakage wells etc., complete all as specified and as directed. |
| 5 | M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete with necessary formworks (as/if required), complete all as specified and as directed by Engineer-in-charge. |
| 6 | M&L for PCC 1:3:6 type C-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete complete all as specified and as directed by Engineer-in-charge. |
| 7 | M&L for Providing precast cement concrete louvres and jallies, 35mm thick (measured solid), including all mouldings but excluding frame of Type B-0, 1:2:4 (12.5mm graded aggregate) set in cement morter 1:4 including demolition of existing old damaged louvres, complete all as specified and as directed by Engineer-in-charge. |
| 8 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) in surface channels and drains with necessary formwork and finishing concrete surfaces even and smooth with using extra cement, including demolition of existing old damaged PCC drains, complete all as specified and as directed by Engineer-in-charge. |
| 9 | M&L for precast reinforced cement concrete 1:2:4, type-B1 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes, etc.) and similar articles with plain faces and set in cement mortar 1:4, including demolition of existing old damaged RCC, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement will be measured and paid separately under relevant Item. |
| 10 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius built and set in cement mortar 1:6, incl demolition of existing B/W,complete all as specified and as directed by Engineer-in-charge. |
| 11 | M&L for Rendering 15mm thick in cement morter 1:4 on brick work or concrete surfaces, finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-in-charge. |
| 12 | S&F of 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 as directed by Engineer-in-charge. |
| 13 | S&F of mild steel section (Angle, channel, flat iron) as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165, complete all as specified and as directed by Engineer-in-charge. |
| 14 | S&F of mild steel Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other 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, confirming to Fe 410-W (Gde- E- 250) quality-A including dismantling existing old damaged steel framed work, complete all as specified and as directed by Engineer-in-charge. |
| 15 | S&F in-repair of 4.0mm dia GI Chain Link Fencing of 100x100mm Mesh to any type of standards, rails, straining bolts, etc. including provission of binding wire, complete all as specified and as directed by Engineer-in-charge. NOTE: Cost of GI Binding Wire shall deem to be included in the quoted Unit Rate. |
| 16 | S&F in-repair of 2.5mm dia hot dip galvanised steel wire concertina coil of 600mm dia (Coil dia in stretched position) with CLR anti-corrossive coating fixing in angle iron frame as in fencing with hasp-staple and clips, complete all as specified and as directed by Engineer-in-charge. |
| 17 | S&F in-repair of Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings 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.(each line wire to be measured), complete all as specified and as directed by Engineer-in-charge. NOTE: Cost of GI Binding Wire shall deem to be included in the quoted Unit Rate. |
| 18 | Fixing only in-repair of Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings 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.(each line wire to be measured), complete all as specified and as directed by Engineer-in-charge. |
| 19 | S&F of 10mm dia mild steel Tie bars cut to length, bent to shape required, including cranking, bending as in stiffner to chain link fencing, conforming to Fe- 290 Gde-E-165, complete all as specified and as directed by Engineer-in-charge. |
| 20 | S&F of 11-15 mm dia Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 5cm but n exc 10cm long, complete all as specified and as directed by Engineer-in-charge. |
| 21 | M&L for providing 100 mm thick Cement concrete type B-2, 1:2:4 (40mm graded stone aggregate) as in floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including filling joints with bitumen and sand mixture of 1:3, use and waste of form work and finishing concrete surfaces even and fair and demolition of existing old damaged PCC of any type, complete all as per specified and as directed by Engineer-in-charge. |
| 22 | M&L for providing 75mm thick Cement concrete type C-2, 1:3:6 (40mm graded stone aggregate) as in floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including filling joints with bitumen and sand mixture of 1:3, use and waste of form work and finishing concrete surfaces even and fair and demolition of existing old damaged PCC of any type, complete all as per specified and as directed by Engineer-in-charge. |
| 23 | M&L for providing glossy finished Chequered cement concrete coloured tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors., laid over 20mm thick cement screed 1:6 with grey cement and pigments to match, including dismantling the existing old unserviceable tiles of any type and of any description, complete all as specified and as directed by Engineer-in-charge. |
| 24 | M&L for providing Machine pressed precast coloured 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, including dismantling the existing old unserviceable paver block of any type and of any description, complete all as specified and as directed by Engineer-in-charge. |
| 25 | Fixing only/ re-align in original position disturbed precast concrete interlocking paver block any shape, size and thickness, with grey cement and pigment, complete all as specified and as directed by Engineer-in-charge. |
| 26 | M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge. |
| 27 | M&L for providing Non-skid Ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.36 sqm, in floors etc., laid over 20mm thick cement screed 1:6 set and jointed in neat cement slurry and pointed in white or coloured cement to match, including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 28 | M&L for providing Glazed ceramic coloured tiles in vertical surface (like skirting, dado, etc.) 350x 250x 7/ 300x 450x 7 mm thick, over 10mm thick cement screed 1:3 set and jointed in neat cement slurry and pointed in white or colour cement to match, including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 29 | M&L for 18-20mm thick Granite work (of any type, table rubbed and polished) in steps, jambs, pillars, windowcills, cooking platforms and like above 20mm thick bed in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite, including dismantling the existing old damaged slabs of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 30 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), includingmaking drainage opening wherever required including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 31 | S&F in-repair of exposed powder coated GI snap grid frame work (600x600 mm) for false ceiling comprising of wall/cleat angle of size 25x25x0.35mm and cross tee of size 24x38x0.70mm with suspended hangers of 2 mm dia. G.I. (upto 1200mm length) adjusting level fixed to any type of roof by means of ceilling cleats with and including Supply & fixing/ laying/ inserting of pre-painted (white) 4mm thick designer classic E-boards (595x595 mm) to GI frame work, complete all as specified and as directed by Engineer-in-charge. |
| 32 | S&F of 0.50mm thick Pre-painted galvalume aluminum zinc coating GI based semi-corrugated (trapizoidal profile) steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws with and including dismantling old existing sheets of any type and any thickness, complete all as specified and as directed by Engineer-in-charge. |
| 33 | S&F of 0.50mm thick Pre-painted galvalume aluminum zinc coating GI based plain steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws with and including dismantling old existing sheets of any type and any thickness, complete all as specified and as directed by Engineer-in-charge. |
| 34 | S&F in-repair of Rotational Moulded Polyethylene Water Storage Tank 1000 Litre capacity (Cylindrical Vertical with Closed Top), 3 layered, hoisted and fixed in position, all as specified in MES Schedule Part-I with and including providing 20 mm dia float valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe and fixed (Minimum weight 210gm), complete all as specified and as directed by Engineer-in-charge. |
| 35 | All as per Item No. 34 here-in-above, but for Water Storage Tank of 500 Litre capacity, complete all as specified and as directed by Engineer-in-charge. |
| 36 | S&F in-repair of 110mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors, complete all as specified and as directed by Engineer-in-charge. |
| 37 | S&F in-repair of 75mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors, complete all as specified and as directed by Engineer-in-charge. |
| 38 | S&F in-repair of 110mm dia PVC (SWR) bends any radius with access door, complete all as specified and as directed by Engineer-in-charge. |
| 39 | S&F in-repair of 75mm dia PVC (SWR) bends any radius with access door, complete all as specified and as directed by Engineer-in-charge. |
| 40 | S&F in-repair of 110mm dia PVC (SWR) junction single (single T) equal or unequal with access door, complete all as specified and as directed by Engineer-in-charge. |
| 41 | S&F in-repair of 75mm dia PVC (SWR) junction single (single T) equal or unequal with access door, complete all as specified and as directed by Engineer-in-charge. |
| 42 | M&L for preparing newly plastered surfaces of wall and applying two coats of cement base paint of any shade over a coat of alkali-resistant priming paint, complete all as specified and as directed by Engineer-in-charge. |
| 43 | M&L for preparing old plastered or unplastered surfaces of wall and applying one coat of cement base paint of any shade, complete all as specified and as directed by Engineer-in-charge. |
| 44 | M&L for preparing newly plastered surfaces of wall and applying three coats of white wash, complete all as specified and as directed by Engineer-in-charge. |
| 45 | M&L for preparation of new or previously un-treated steel/iron surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of black japan paint (1st quality) over a coat of red oxide primer, complete all as specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
