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| 1 | Surface dressing in soft /loose soil not exceeding 15cm deep and getting out soft loose soil complete all as specified and as directed. |
| 2 | Excavation in trenches exceeding 1.5 mtr wide and not exceeding 3 mtr in depth for foundation etc not exceeding 10 Sqm on plan and getting out in soft/loose soil complete all as specified and directed. |
| 3 | Excavation in trenches not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth for foundation or for shafts, well, cesspits, pier holes etc not exceeding 10 Sqm on plan and getting out in soft/loose soil complete all as specified and as directed. |
| 4 | Returning, filling in, including spreading leveling, watering and well ramming in layers not exceeding 25cm, soil complete all as specified and as directed. |
| 5 | Excavating in post holes (or similar holes) in soft /loose soil each not exceeding 0.5 cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering and removing surplus soil to a distance not exceeding 50m and making good the surface complete all as specified and as directed. |
| 6 | M&L for sand cushioning layer over sub base or under floors or foundation including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge. |
| 7 | Removing surplus excavated materials to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting points in soft/loose soil complete all as specified and as directed. |
| 8 | M&L for broken stone or boulders hardcore of (for plinth protection )gauge exceeding 63mm but not exc. 100 mm, deposited spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface complete all as specified and as directed. |
| 9 | M&L for broken stone or boulders hardcore of (for plinth protection )gauge not exceeding 63 mm, deposited spread and levelled in layers not exceeding 15cm thick, watered and rammed to a true surface, complete all as specified and as directed. |
| 10 | Treating the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and as directed. |
| 11 | Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed. |
| 12 | M & L for PCC(1:3:6) type C-2(using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete of above ground level of steel pole, complete all as specified and directed by Engineer-in-charge. |
| 13 | M&L for PCC (1:4:8) type D-2 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed. |
| 14 | M&L for PCC (1:3:6) type C-2 (using 40 mm graded crushed stone aggregate) as in surface channel and drains complete all as specified and as directed. |
| 15 | M&L PCC 1:2:4 Type B-1 (20mm graded aggregate) as in coping/, fixing of hold fast, bed plates & similar work including necessary formwork etc, complete all as per specified and as directed. |
| 16 | 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. |
| 17 | M&L for RCC M-25 Design Mix (using 20mm graded crushed stone aggregate) as in foundations including rafts, footings, foundation beam, plinth beams, bases for columns etc , basement slabs, under-reamed piles and mass concrete etc complete all as specified and directed. |
| 18 | M&L for RCC M-25 Design Mix (using 20mm graded crushed stone aggregate) as Slabs supported on walls,beams and columns in floors,roofs, landings,balconies,canopies, deck slabs and in shelves etc complete all as specified and as directed. |
| 19 | M&L for RCC M-25 Design Mix (using 20mm graded crushed stone aggregate) as in beams, cantilevers, bressummers, lintels over 1.5 m span complete all as specified and as directed. |
| 20 | M&L for RCC M25 (Design mix) as in Columns, pillars, piers, posts and struts complete all as specified and as directed. |
| 21 | M & L for M-30 (Design mix) as in Foundations, including rafts, footings,foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles, pile cap and mass concrete complete all as specified and as directed. |
| 22 | M&L for RCC M25 (Design mix) as in Chullah hoods stairways (except spiral staircases) including steps (square or spandril), string pieces, carriages, etc., complete, any section straight or winding, but excluding landings. complete all as specified and as directed. |
| 23 | Supply Only WPC on external wall (Integral waterproofing compound)complete all as specified and directed. |
| 24 | Supply only integrated liquid water proofing compound complete all as specified and as directed. |
| 25 | M & L for Brick work with sub class ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in cement morter 1:4 complete all as specified and as directed. |
| 26 | M&L for brick work with sub class 'B' bricks using old size bricks, straight or curved on plan exceeding 6m mean radius, built in cement mortar (1:6) complete all as specified and as directed. |
| 27 | Providing Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams for flat Rough finishedconcrete surface complete all as specified and as directed. |
| 28 | Providing Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work;not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed. |
| 29 | Providing form work for side of Formwork to staircases with sloping or stepped soffits including risers and stringers (excluding landing) complete all as specified and as directed. |
| 30 | Providing Formwork to sides of pillars, posts, struts, piers, columns and stanchions (Square, Circular rectangular or polygonal)Rough finished concrete surface complete all as specified and as directed. |
| 31 | Providing Formwork to chullah hoods, chajjas, troughs and similar items including etc for Rough finished concrete surface complete all as specified and as directed. |
| 32 | Providing Formwork to sides and soffits of floor or roof beam, beam haunching, girders, bressummers,lintels, cantilivers,shelves, for flat Rough finished concrete surface complete all as specified and as directed. |
| 33 | Providing Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete rail ings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizon tal or sloping and similar work exc 10cm but n exc 20cm wide Rough finished surfaces of concrete complete all as specified and directed . |
| 34 | S&F of 30 mm thick flush door shutters solid core construction with block board and plywood face panel, commercial type with both side etc complete all as specified and as directed. |
| 35 | S&F of 100 mm long aluminium, anodised, barrel tower bolts of extruded section and fixed complete all as specified and as directed. |
| 36 | S&F of 200 mm long aluminium, anodised, barrel tower bolts of extruded section and fixed complete all as specified and as directed. |
| 37 | S&F 300 mm long mild steel sliding door bolts plate type stove anamelled black with bright bolts not less than 12mm dia with including a minimum of 6 bolts nut four on bolts plate & two on staple plate, complete all as per specified and as directed. |
| 38 | S&F Pressed steel frames of size 125 mm x 60 mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., including one shop coat of priming complete all ,as specified and directed. |
| 39 | S & f Door closer hydraulically regulated,designation No.1 universal type,suitable for doorshutters up to 700 mm in width and of weight not more than 35 kg and fixed complete all as specified and as directed. |
| 40 | S & F Harrison rails, mild steeel chorimum plates with fixing brackets stops rollers and complete fitments all as specified and directed. |
| 41 | S & F Extruded aluminium alloy handles, fabricated type anodised (150 mm ) complete all as specified and as directed. |
| 42 | S&F of floor door stopper of aluminium alloy body and tongue, anodised with hard drawn steel spring, fixed in floor (overall length of cover plate 150mm) complete all as specified and as directed. |
| 43 | S&F of Mild steel in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts and similar small articles etc. conforming to Fe-290 Gde E-165, complete all as per specified and as directed. |
| 44 | S&F Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged 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 |
| 45 | M&L for Mild steel screw bolts dia of neck 11 to 15 mm (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, n exc 5cm long, complete all as per specified and as directed. |
| 46 | Supply only chain link MS galvanised fencing, any size or type, complete all as specified and as directed.(Note: weight of chain link fencing shall approved / verified through BOO as detailed by GE) |
| 47 | S & F of Mild Steel TMT bars 10 mm dia and over cut to length bent to shape as 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. |
| 48 | S&F of TMT bars 6mm to 8mm dia and over cut to length bent to shape as 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. |
| 49 | M&L for TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders and binding 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. |
| 50 | M&L for MS 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 quality confirming to Fe-410 W (Gde E-250) quality A, complete all as per specified and as directed. |
| 51 | Fixing only chain link MS galvanised fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed.(Note: Meterials to be obtained from item No.__46.00__ here-in-before) |
| 52 | Supply only MS round bars 10mm dia for securing chain link fencing fixed to RCC fencing posts as per Fe-410-W (Gde- E-250) quality 'A' or Fe-290 (Gde E-165) complete all as specified and directed.(Note: Meterials to be used in item No.51.00 here-in-before) |
| 53 | S&F 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. as directed (each line wire to be measured), complete all as per specified and as directed. |
| 54 | S&F Steel windows with side hung shutters including projecting type hinges with steel handle, and s teel peg stay, complete with glazing bars,dovetailed or welded complete all as specified and as directed. |
| 55 | M & L water proofing treatment to RCC roof slab including parapet comprising of the following course of treatment /specified from bottom to top. (a) Applying Bituminous primer @ .40 ltr per sqm over plastered surfaces of roof including parapet surface . Bitumimous primer shall be Termastic manufactured by M/S STP LTD or EMW FLATE manufactureed by M/S Texas India Ltd (b) Over the priming coat laying one one layer App based polymeric membarance of approve manufacture , 3 mm thick of weight not less than 3.60 kg/sqm reinforced with non woven polyster fabric weight not less than 160 gms per sqm. Polymeric members shall be taken to a height of 60 cm (minimum) and then inserted inside the groov of parapet wall and shall be finished by a membrance flashing. (c) Application of two coat of bituminous aluminium paint over the polymeric membrance after necessary preparation and cleaning.Note: (i) Laying app based polymeric membrance shall be done by torch method or as per manufacturers instruction .(ii) A minimum overlap of 100 mm shall be be made at the end and 75 mm shall be made at the sides of plymeric membrance respectively and sealed atll overlaps and joints as per Manufacturers instruction. (iii) App based polymeric membrance shall be SUPER THERMOLAY manufactured by M/S STP LTD or MOPLY FP manufactured by M/S Texas India Ltd. |
| 56 | Supply only Admixture conplast SP 430 A2 or equivalent to be add as per manufacturer instructions complete all as per specified and directed. |
| 57 | M & L for carrying out initial load test on test piles as per standard procedure laid down is IS 2911 by static load test method including all arrangements for compressive strength including construction of tesr cap, dismantling of cap after the test and cleaning the site and maintaini g complete records of load sattlements etc as specified and directed by GE and submission reports for test load as per IS for 450 mm dia pile and after the test site clearance with maintaining complete records of load sattlement etc as specified and directed by GE and submission of reports complete all as specified and directed. |
| 58 | M & L for carrying out routine load test (working pile) as per standard procedure given in IS 2911 (part -IV) 1985 by static test method for 450 mm dia pile with compresiive load as per IS for 450 mm dia nominal pile complete all as specified and as directed. Note: The pile to be tested will be selected by the GE. |
| 59 | M & L for carrying out sonic integrity test for 450 mm dia pile complete all as specified and as directed. |
| 60 | M&L for 75 mm thick PCC (1:3:6) type C-2 (using 40 mm graded crushed stone aggregate) as in plinth protection/ footpath/ steps finished cement concrete surface even & fair etc including necessary form work complete all as specified and as directed by Engineer-in-charge. |
| 61 | M&L for 75 mm thick cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in sub base and Path of floor mass concrete complete all as specified and as directed. |
| 62 | M&L for PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in under floor finishes 25 mm thick finished even and smooth without using extra cement complete all as specified and as directed. |
| 63 | M&L for non skid ceramic coloured tiles of design as approved by GE 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc set and jointed in neat cement slurry and pointed with white cement mixed with pigment to match with shed of tiles over and including 15mm thick screed bed or beading layer of cement mortar (1:4) for laying floor finishes complete all as specified and as directed. |
| 64 | M&L for non skid ceramic coloured tiles of design as approved by GE 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in vertical surface such as skirtings dados and riser to steps etc set and jointed in neat cement slurry and pointed with white cement mixed with pigment to match with shed of tiles over and including 15mm thick screed bed or beading layer of cement mortar (1:4) for laying floor finishes complete all as specified and as directed. |
| 65 | M&L for 10mm thick screed bed or bedding layer in cement mortar (1:4) mixed with WPC in order to maintain proper slope over existing roof surfaces for laying water proofing treatment over roof, finished even and smooth without using extra cement, complete all as specified and as directed.(Note: Water proofing compound shall be measured and paid separately under relevant item of schedule 'A'). |
| 66 | M&L for rendering 20 mm thick in two layer, first layer shall be 10 mm thick with cement mortarand second layer finishing coat shall be 10 mm thick in CM (1:4) mixed with WPC @200ml per 50 Kg of cement on brick work or concrete surfaces of wall and finished even and fair complete all as specified and as directed.(Note : WPC will be measured and paid separately) |
| 67 | M&L for rendering 15 mm thick in cement mortar (1:6) on fair faces of brick work or concrete surfaces of wall, finished even and smooth without using extra cement complete all as specified and as directed. |
| 68 | M&L for rendering 15 mm thick in cement mortar (1:4) on fair faces of brick work or concrete surfaces of wall, finished even and smooth without using extra cement complete all as specified and as directed. |
| 69 | M&L for rendering 5 mm thick in cement mortar (1:3) on RCC work surfaces of ceiling, finished even and smooth without using extra cement complete all as specified and directed. |
| 70 | M&L for applying three coats of white wash on surface of ceiling including preparation of new plastered surface on internal wall complete all as specified and as directed. |
| 71 | M&L for applying three coats of white washing including preparation of new plastered surface on ceiling complete all as specified and as directed. |
| 72 | M&L preparation of newly surfaces and applying two coats of cement based paint over a coat of primer on walls, complete all as specified and as directed. |
| 73 | S&F of minimum 5.5mm thick sheet glass ordinary quality and glazing with oil putty or fixed with bead/glazing pins in squares not exceeding 0.50 sqm of each pane complete all as specified and as directed. |
| 74 | M & L for preparation of new wooden Surfaces of any description, not otherwise descri-bed, over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and directed. |
| 75 | M&L for applying two coats of synthetic enamel paint (1st grade quality) over a coat of red oxide primer after preparation of new steel surfaces of any description not exceeding 10cm width or girth complete all as specified and directed. |
| 76 | M&L for preparation of new steel or iron surface of any description and applying two coats of synthetic enamel paint over a coat of red oxide primer on steel surface n.exc 10 cm width or girth complete all as specified and as directed. |
| 77 | M&L for writing letters or figures (Block. Roman, Italic or Indian) per 10 nos n exc. 30 cm high Stops, commas, short lines, dashes,hyphens, brackets, etc.complete all as specified and as directed. Please Enable Macros to View BoQ information |
| 78 | M&L for writing letters or figures (Block. Roman, Italic or Indian) per 10 nos n exc. 30 cm high Stops, commas, short lines, dashes,hyphens, brackets, etc.complete all as specified and as directed. Please Enable Macros to View BoQ information |
