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| 1 | Taking down cement plaster on stone/brick/concrete surfaces including racking out joint, hacking for key, scrubbing down with water complete all as specified and as directed. |
| 2 | Material and labour for plastering 15 mm thick on stone masonry surfaces or other than fair faces of brick work or on one side of lathing (on vertical surfaces) in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and as directed. |
| 3 | M&L for preparing newly plastered walls surfaces and applying two coats of cement base paint over and including a coat of suitable primer complete all as specified as mentioned in note of the item and directed by Engineer-in-Charge.Note :- Steps to be followed for cement base paint :-Colour scheme of cement base paint passed by GE.(a) Curing the newly plastered surface of wall by spray gun. (b) Applying one coat of primer.(c) applying one coat of cement base paint(d) curing of surface by spray gun(e) Applying second coat of cement base paint after that curing of surface by spray gun. |
| 4 | Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed. |
| 5 | Dismantling of wrought or mild steel work of any description not otherwise described into primary parts complete all as specified and directed. |
| 6 | M & L for brick work with fly ash bricks of class designation 7.5 and non-modular size as per IS 12894: 2002, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as specified and as directed. |
| 7 | M & L for brick work with sub class 'B' bricks, non-modular sizes as per IS 1077: 1992, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as specified and as directed. |
| 8 | M & L for walling (curved on plan to a mean radius exceeding 6 metre) of random rubble, uncoursed, well bonded, bedded and solidly hearted built in cement mortar (1:6) complete all as specified and as directed. |
| 9 | M & L except stone for walling (curved on plan to a mean radius exceeding 6 metre) of random rubble, uncoursed, well bonded, bedded and solidly hearted built in cement mortar (1:6) complete all as specified and as directed. |
| 10 | Extra over stone walling of lime or sand stone for hammer dressing to face stones and dressing of face beds and joints with maximum depression of face from straight edge held against the dressed surface not exceeding 20 mm, of random rubble walling, uncoursed or brought upto course complete all as specified and as directed. |
| 11 | Demolition of cement concrete(unreinforced) in ground floors and paving not exceeding 15 cm thickness (below or above ground level) complete all as specified and as directed. |
| 12 | M & L for cement concrete M10 (Nominal Mix) using 20 mm nominal size graded crushed stone aggregate in 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, slab staging for water tanks, filling of pressed steel door frame, fixing of hold fasts and the like including weathering, slightly rounded or chamfered angles and throating including necessary formworks complete all as specified and as directed. |
| 13 | M & L for cement concrete in surface channels and drains in M10(Nominal Mix) using 20 mm nominal size graded crushed stone aggregate complete all as specified and as directed. |
| 14 | M & L for cement concrete in foundation, filling and mass concrete in M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed. |
| 15 | M & L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc. complete all as specified and as directed. |
| 16 | Material and labour for plastering 15 mm thick on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 with integral water proofing compound finished even and fair complete all as specified and as directed. Note: - Water proofing compound shall be measured and paid for separately. |
| 17 | Material and labour for plastering 20 mm thick on stone masonry surfaces or other than fair faces of brick work or on one side of lathing (on vertical surfaces) in cement mortar 1:4 with integral water proofing compound finished even and fair complete all as specified and as directed. Note: - Water proofing compound shall be measured and paid for separately. |
| 18 | Supply only liquid water proofing compound complete all as specified and directed. |
| 19 | M & L for excavation and getting out the sand/silt/west material /grass/ tree leaf grass and sand mixture from existing drain or under culvert area of roads by manualy up 600mm from top surface without damage existing drain stone masonary/culvert of road and removing the waste material to a distance exc 50m but not exc 500 m and clearing the site complete all as specified and as directed. |
| 20 | M & L for cement concrete M7.5 (Nominal Mix) using 40 mm nominal size graded crushed stone aggregate 100 mm thick in sub base for laying tiles, pavings, floorings etc. complete all as specified and as directed. |
| 21 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M35 grade conforming to IS 15658: 2021 made by block making machine with strong vibratory compaction, of approved size, design & shape, cast in rubber mould, glossy finish of approved colour, laid in required colour and pattern over and including 25 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. complete all as specified and as directed. |
| 22 | Fixing only 60 mm thick factory made cement concrete interlocking paver block of M 35 grade conforming to IS 15658: 2021 made by block making machine with strong vibratory compaction, of approved size, design & shape, cast in rubber mould, glossy finish of approved colour, laid in required colour and pattern over and including 25 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. complete all as specified and as directed. |
| 23 | M & L for chequered cement concrete tiles, cast in rubber mould, glossy finish of approved colour, general purpose, double layer, size 20 cm X 20 cm X 25 mm thick, with mixture of white and grey cement in equal proportions and pigments, set, jointed and pointed in neat cement slurry in floor including laying over 20 mm thick bedding of cement mortar(1:4) complete all as specified and as directed. |
| 24 | M & L for laying full body vitrified matt finish paving tiles of size 300x300x10mm thick suitable for exterior areas, set and jointed in neat cement slurry and pointed in white cement mixed withpigment to match the colour of tiles, confirming as per IS 15622:2017, laid over and including 15 mm thick screed in CM 1:6, complete all as specified and directed. |
| 25 | Providing and laying at or near ground level factory made kerb stone of any size, top bullnosed shape, made of M-25 (Design Mix) 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), including making drainage opening wherever required complete all as specified and as directed. |
| 26 | S & F hot rolled medium and high tensile structural steel of grade E 250 quality C conforming to IS 2062: 2011 as in 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 complete all as specified and as directed. |
| 27 | M & L for cement concrete in foundation, filling and mass concrete in M10(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed. |
| 28 | M&L for complete removal of existing treatment on walls by water jet/spray gun and brooming down or steel wire brushing/steel patti scrapping downn loose treatment, smoke soot, moulds, moss and efflorescent salts and treating oil and greasy spots and preparation of old plastered surfaces and applying two coats of cement base paint including a coat of primer by qualified painter complete all as specified as mentioned in note of the item and directed by Engineer-in-Charge. Note :- Steps to be followed for cement base paint.(a) Colour scheme of cement base paint passed by GE. (b) Complete removal of existing treatment by water jet/spray gun. (c) Filling of cracks by sika creem 888 group/doctor fixite crack filler or equivalent.(d) Curing of surface by spray gun(e) Applying one coat of primer(f) Applying one coat of cement base paint(g) Curing of surface by spray gun(h) Applying second coat of cement base paint after that curing of surface by spray gun. |
| 29 | Restraining & rescuring including making good staples etc. galvanized steel barbed wire with two strands of line wire of dia 2.24 mm and barbed with point wire of dia 2 mm at 75 mm spacing straining and fixing to any type of standards, rails, straining bolts including securing or tying at crossings with and provision of galvanised iron binding wire, GI staples or steel pins, etc. complete all as specified and as directed. (two strand of line wire will be measured as one unit). |
| 30 | S & F in repairs galvanized steel barbed wire with two strands of line wire of dia 2.24 mm and barbed with point wire of dia 2 mm at 75 mm spacing straining and fixing to any type of standards, rails, straining bolts including securing or tying at crossings with and provision of galvanised iron binding wire, GI staples or steel pins, etc. complete all as specified and as directed. (two strand of line wire will be measured as one unit). |
| 31 | Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. or for cable laying or not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed. |
| 32 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/ loose/ hard/ dense soil complete all as specified and as directed. |
| 33 | Removing excavated material (soils) not exceeding 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 34 | Supply and laying flexible DWC HDPE pipe ISI UV resistant in trenches under floor, wall etc 100mm outer dia with thickness not less than 1.2mm for the protection of XLPE cable from nearest LT panel to DB, incl MS clamp complete all as specified and directed. |
| 35 | Supplying & laying in trenches 40 mm nominal bore, light grade, galvanised coated steel tube conforming to IS 1239 (Part-1): 2004 including all fittings conforming to IS 1239 (Part-2): 2011 complete all as specified and as directed. |
| 36 | Supplying & laying in trenches 50 mm nominal bore, light grade, galvanised coated steel tube conforming to IS 1239 (Part-1): 2004 including all fittings conforming to IS 1239 (Part-2): 2011 complete all as specified and as directed. |
| 37 | Supplying & laying in trenches 80 mm nominal bore, light grade, galvanised coated steel tube conforming to IS 1239 (Part-1): 2004 including all fittings conforming to IS 1239 (Part-2): 2011 complete all as specified and as directed. |
| 38 | Disconnecting, taking out old unserviceable under ground cable of rated voltage 1100 V, nominal cross sectional area of main conductor upto any size and upto 4 core, any type from trenches including taking out concrete cable cover/ bricks etc. including removing materials to store for keeping in safe custody or for taking credit or for relaying complete all as specified and as directed. |
| 39 | Supply, laying, jointing, testing and commissioning cross-linked polyethylene (XLPE) insulated cable for working voltages of 1100 V, PVC sheathed, armoured, 4 core, nominal cross sectional area of main conductor 16 sqmm, stranded aluminium conductor, ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc. complete all as specified and as directed. |
| 40 | Supply, laying, jointing, testing and commissioning cross-linked polyethylene (XLPE) insulated cable for working voltages of 1100 V, PVC sheathed, armoured, 4 core, nominal cross sectional area of main conductor 10 sqmm, stranded aluminium conductor, ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc. complete all as specified and as directed. |
| 41 | Supply, laying, jointing, testing and commissioning cross-linked polyethylene (XLPE) insulated cable for working voltages of 1100 V, PVC sheathed, armoured, 4 core, nominal cross sectional area of main conductor 6 sqmm, stranded aluminium conductor, ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc. complete all as specified and as directed. |
| 42 | S & F in replacement of terminal box made of PVC Box fix on pole by means of mild steel clamps with bolt and nuts, provn for cable entry for incoming and outgoing including MCB 6-32-1Nos and 4 way connector-1nos Amps necessary connection duly fixed with and including cable glands threaded tye IP65 made of polymide with lock nut complete all as specified and directed. |
| 43 | M & L for steel tubular swaged pole 410 SP-31 (9.0 metre long) single swan neck including CI base plate, finial taper plug, bolts, nuts & screws as per IS 2713 Part -I & II including preparing and painting on steel tubular swaged pole 410 SP-31 (9.0 metre long) including cross arms, GI brackets of approved size, PCC coping incl taking out old existing pole with all accessories complete all as specified and as directed. comprising the following: -(a) Two coats of synthetic enamel paint in white colour over a coat of primer on PCC coping (b) Making 4 Nos of strips of 30 cm wide in alternate red and white colour using two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer (c) Providing 30 cm wide retro reflective sheet of 30 cm wide, grade 1, pressure bonding type, red colour as per IS 14221: 1995 (d) Two coats of synthetic enamel paint in red colour over a coat of primer from top of electric pole to downward upto 1 metre length including cross arms, GI brackets etc. (e) Writing pole number and voltage level encompassed by circle of suitable dia using two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer (the colour of base shall be black and the colour of font shall be white). Number and voltage level shall be handwritten, and circle shall be stencilled. (f) Painting with two coats of aluminium paint over a coat of aluminium red oxide primer on remaining exposed portions Please Enable Macros to View BoQ information |
| 44 | M & L for steel tubular swaged pole 410 SP-31 (9.0 metre long) single swan neck including CI base plate, finial taper plug, bolts, nuts & screws as per IS 2713 Part -I & II including preparing and painting on steel tubular swaged pole 410 SP-31 (9.0 metre long) including cross arms, GI brackets of approved size, PCC coping incl taking out old existing pole with all accessories complete all as specified and as directed. comprising the following: -(a) Two coats of synthetic enamel paint in white colour over a coat of primer on PCC coping (b) Making 4 Nos of strips of 30 cm wide in alternate red and white colour using two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer (c) Providing 30 cm wide retro reflective sheet of 30 cm wide, grade 1, pressure bonding type, red colour as per IS 14221: 1995 (d) Two coats of synthetic enamel paint in red colour over a coat of primer from top of electric pole to downward upto 1 metre length including cross arms, GI brackets etc. (e) Writing pole number and voltage level encompassed by circle of suitable dia using two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer (the colour of base shall be black and the colour of font shall be white). Number and voltage level shall be handwritten, and circle shall be stencilled. (f) Painting with two coats of aluminium paint over a coat of aluminium red oxide primer on remaining exposed portions Please Enable Macros to View BoQ information |
