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| 1 | Excavation in post holes each not exc. 0.50Cum, getting out in soft/loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc. 25cm, watering and removing surplus soil to a distance not exc. 50m and making good surface complete all as specified and directed. |
| 2 | M & L for Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft loose soil complete all as specified and directed. |
| 3 | Material and Labour for Hardcore of broken stones 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 directed. |
| 4 | M&L forPCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation of columns, building pillar, posts,struts, etc. filling and mass concrete complete all as specified and directed. |
| 5 | M&L cement concrete Type D2 1 :4 :8 (40mm graded aggregate) in foundation filling and mass concrete, complete all as specified and directed. |
| 6 | S & F framed work such as grills,cooler stand ,grating, 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 toFe 290.Gde-E-165 complete all as specified and directed. |
| 7 | M& L for hand rails, half round or others stock section or core for wooden hand rail straight portion, drilled and counter sunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc, wind ties for roof including securing bolts, posts and strutsbrackets etc in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc, flat iron fillets (for secuing wire mesh etc.) including all necessary drilling, bolting or reveting etc., and similar work confirming to FE-290 Gde E-165 complete all as specified and directed. |
| 8 | Providing and laying Machine pressed precast concrete interlocking paver block any shape and size with grey cement andpigment confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade complete all as specified and directed. |
| 9 | Taking down cement or cement lime plaster from brick walls etc including raking out joints, hacking for key scrubbing down with water etc complete all as specified and directed. |
| 10 | M&L Brick work with flyash brick having crushing strength not less than 75Kg/sqcm, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6 complete all as specified and directed. |
| 11 | M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. |
| 12 | M & L for 15mm thick rendering in CM 1:6 onconcrete surfaces / fair faces of brick masonary wall, finishedeven and smooth without using extra cement complete all as specified and directed. |
| 13 | Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and directed. |
| 14 | S&F mild steel purpose made bolts of diameter of neck exc 12 mm but n.exc 20 mmwith hexagonal or square head one end and screwed the other or screwed both ends, each screwed ends to be fitted with washers and one hexagonal or square nut exc 30 cm long complete all as specified and directed. |
| 15 | S & F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 16 | S & F Fibre glass reinforced translucent corrugated sheeting 2mm thick with two corrugations side lap fixed with coach screw and washer in roof, wall etc complete all as specified and directed. |
| 17 | S&F for galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any tpe of standard rails straining bolts, incl securing or tying at crossings and provn of galvanised mild steel wire stappled or steel pins, etc complete all as specified and and directed.Note: Each line wire to be measured |
| 18 | M&L Factory made for 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),making drainage opening wherever required complete all as speecifed and directed. |
| 19 | S&F galvanised punched typeConcertina coils of 1050 mm dia whenstretched to 8 mtr length and fixed on angle iron post/ struts with 3.15 mm dia GI wire etc complete all as specified and directed by Engineer-in-charge.Note:- Stretched length of concertina coil shall be measured & paid for. |
| 20 | M&L for prepartion of new concrete surface of any description over 10cm girth or width, not otherwise described applying two coats of synthatic enamel paint over a coat of primer complete all as specfied and directed. |
| 21 | M&L for applying two coats of synthetic enamelled paint over a coat of red oxide on steel or iron surfacebased materials of any description , not other wise described over 10 cm width or girth including preparation of new surfaces complete all as specified and directed. |
| 22 | Dismentling of stone slabs and tiles laid bedded and pointed in any mortar of any description including removal of sand cushioning under paver block, complete all as specified and directed. |
| 23 | Demolitionof concrete (unreinfoeced)in ground floors and paving n exc 15cm thickness (below or above ground level) complete all as specified and directed. |
| 24 | Demolition of brickwork or stone/ boulder masonry, built in Cement mortar or cement lime mortarincluding all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. |
| 25 | Excavation over areas not exceeding 1.5m deep and getting out in Soft/loose soil cutting by chisel or mechanical plant, etc complete all as specified and directed. |
| 26 | Returning, filling in approved earth including spreading, levelling watering and well ramming in layers n.exc 25cm in foundation in Soft /loose soil complete all as specified and directed. |
| 27 | Removing excavated material n.exc 50m and depositing where didrected at a lavel n.exc 1.5m above the starting point in soil complete all as specified and directed. |
| 28 | M&L for formwork to sides of concrete foundations, rough finished surfaces of flat concrete, 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,etc complete all as specified and directed. |
| 29 | M&L for formwork to,fair finished surfaces of concrete,square, rectangular or polygonal, sides of pillars, posts, struts, piers, columns and stanchions,etc complete all as specified and directed. |
| 30 | M&L for formwork to,fair finished surfaces of flat concrete, sides and soffits of floor or roof beams, beam haunchings, girders, bressummers,lintels, cantilevers, shelves including sup-ports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed. |
| 31 | M&L for 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 directed. |
| 32 | M&L for RCC Nominal Mix (1:2:4) type B1 using 20 mm graded aggregate as in foundations, including rafts,footings,foundation beams,plinth beams,bases for columns etc. complete all as specified and directed. |
| 33 | M&L for RCC Nominal Mix (1:2:4) type B1 using 20 mm graded aggregate as in columns, pillars, piers etc complete all as specified and directed. |
| 34 | M&L Reinforced cement concrete Nominal mix (1:2:4) (using 20 mm graded stone aggregates) inBeams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. |
| 35 | M&Lreinforced cement concrete nominal mix (1:2:4)(20mm graded agg ) Slabs supported on walls,beams and columns in floors,roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc complete all as specified and directed. |
| 36 | Material and labour for mild steel TMT bars 10 mm diaand over , cut to length, bent to shape required including cranking, bending spirally for hooking for column, hooking ends and binding with mild steel wire (annealed not less than 0.9 mm dia or securing with clips quality conforming to Fe-410-0 complete all as specified and directed. |
| 37 | Material and labour for mild steel TMT bars 5mm dia and over upto and including 10mm dia stirrups spacers and binder, cut to length, bent to shape required including cranking, bending spirally for hooking for column, hooking ends and binding with mild steel wire (annealed not less than 0.9 mm dia or securing with clips quality conforming to Fe-410-0 complete all as specified and directed. |
| 38 | M&L for 15 mm thick rendering in cement mortar 1:4 by using manufacture/washed plaster sand on fair faces of brick work or concrete surfaces, including finishing even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 39 | Supply only integral water proofing compound conforming to IS 2645-1975, IS-9103 complete all as specified and directed by Engineer-in-Charge. |
| 40 | M & L for 100 mm thick cement concrete 1:4:8 type D-2 (40mm graded aggregate) as in floor/sub base and under interlocking complete all as specified and directed. |
| 41 | M&L cement 1:3:6, type C1, using 20 mm aggregate providing, cement concrete in edges of path, rounded or chamfered on edges etc complete all as specified and directed. |
| 42 | M&L for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed. |
| 43 | S & F for Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted,bolted or welded attachment, Fe 410-W (Gde-E-250) quality-A complete all as specified and directed. |
| 44 | S&F for Rolled sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates,Fe 410-W (Gde-E-250) quality-A etc. in RCC beam/ column complete all as specified and directed. |
| 45 | M&L for preparation of new steel surface not otherwise described and applying two coats of Aluminium paint over a coat aluminium red oxide primer complete all as specified and directed. |
| 46 | S&F for Aluminium Composite Panel of 3mm thick exterior grade in wall/column/ceilling with combination of aluminium skin material of 0.25mm thick (two or more metallic coloured coating sheet as directed) aluminium sheet of alloy grade 1100-H14 cover material, coated on external side with PVDF coating containing 70% resins for anti-fungal and anti bacterial properties and the center core shall be with natural polythelene (HDPE) bonded to the aluminium skin on both side over aluminium frame of section 50 mm x 37 mm x 1.6 mm (16 guage) fixed on the wall/ Ceilling. Cladding panal to be fixed with rawl plug and SS screw all as approved on walls and roof including necessary accessories and joint filled with silicon, complete all as per manufacturer\"s instructions and as directed by Engr-in-charge. Note : Quated rate will be include necessary scaff folding. |
| 47 | Material and labour for polished plain acrylic sheet having thickness of 2mm use in Italian letters of size 450mm long and 60mm thick with LED dotted lights, fixed with SS screw on ACP cladding complete all as specified and directed by Engr-in-Charge. |
| 48 | Material and labour for polished plain acrylic sheet having thickness of 2mm use in Air force computerised printed logo as per sample (size of the sample will be decided by GE) fixed with SS screw on ACP cladding complete all as specified and directed by Engr-in-Charge. |
| 49 | M&L for exterior grade brick finish cladding tiles fixed with approved adhesive and grout on wall of size 300 x 600 mm or 150 x 450 mm complete all as specified and directed by Engr-in-charge and approved by GE. |
| 50 | S&F for Framed work as in doors or gates of angle, Fe-290 (Gde E 165), 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 directed. |
| 51 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m soft /loose soil in depth and getting out complete all as specified and directed. |
| 52 | M & L for 100 mm thick cement concrete 1:2:4 type B-1 (20 mm graded aggregate) as in floor complete all as specified and directed. |
| 53 | S & F for Roof trusses (framed), trussed,purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats, Fe 410-W (Gde-E-250) quality-A, etc complete all as specified and directed. |
| 54 | S&F for SS perforated sheet bay divider/ divider panels fixed on SS/GI/MS pipe as per suitability of any size and thickness as directed by Engr-in-charge/ GE with curved top edge/ flat edge, covered with 2-3 mm thick perforated stainless steel sheet complete all as specified and directed by Engr-in-charge. |
| 55 | M & L for 2mm thick perforated stainless steel 304 sheet for wall cladding or horizontal surfaces, fixing with screws or welding with ss 304 covering having open area of 33% complete all as specified and directed.Note:- Pattern of perforation as directed by GE and as per sample kept in GE office. |
| 56 | S&F UV-stabilized HDPE green colour golf safety net of 2.5 mm x 3 mm thickness and mesh size 25 mm x 25 mm (or size directed by Engr-in-charge) fixed with nylon rope or GI wire on MS angle/ pipe frame posts spaced at required interval complete all as specified and directed.Note : Net shall be properly stretched and tightened to withstand wind load. |
| 57 | S&F double sided signage board made of 3 mm ACP sheet mounted on MS hollow frame section grouted in concrete base, inlcluding vinyl letters or reflective film printing of approved design and colour complete as per direction of Engr-in-charge. |
| 58 | M&L for12 mm thick multiwall polycarbonate sheet as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 59 | M & L for parking tiles 400x400x12mm thick of approved shade and colour , set jointed in neat cement slurry complete all as specified as directed with Screed bed or bedding layer of mortar 15 mm thick for laying floor finishes CM1:6 complete all as specified and directed. |
| 60 | M & L for Green Marble work 18 to 20mm thick (table rubbed and polished) in steps, jambs, pillars, windowcills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment over screed bed of 15mm in CM 1:6complete all as specified and directed. |
| 61 | M & L for Rounding to edges of stone slabs one edge, such as in steps, cooking platform, and other similar situations complete all as specified and directed. |
| 62 | Removal of damaged concrete along with loose damaged and cracked concrete/cover concrete at all specified locations up to beyond thesteel reinforcements to a depth of 10mm minimum behind the reinforcement by chipping/hacking with chisel and hammer or by mechanical means like chisel hammer,pneumatic chippers including high pressure water jetting to chipped concrete and reinforcement and removal and disposal of debris including all plant and machineries complete all as specified and directed. |
| 63 | M & L for Cleaning as directed & specified all rust/ scales/corrosion from reinforcement bars using rust remover Reebaklens RR- Rust remover, cleaning and etching agent supplied in 1/2, 1 and 5 Litre containers, having Specific Gravity 1.16 - 1.22 @ 25°C. Reebaklens RR cleaning agent is a combination of acid based material, corrosion inhibitors and dispersing agents and is supplied as a clear green solution. Application of Reebaklens RR with brush for complete wetting of rusted metal surface and allowed to react it for 16-24 hours followed by cleaning the surface with wire brush and washing surface with fresh water as required to exposed reinforcement bars complete as specified. |
| 64 | M & L for Providing & applying inhibition coats/system to exposed reinforcement bars after drying & also new bars after cleaning & removing scales and rust completely as specified. Nitozinc Primer- Two component epoxy zincrich primer supplied in 1 and 5 Litre pack, two component system based on metallic zinc and epoxy resin which on mixing gives a grey coloured liquid. An Anti corrosive coat contents Active \"Zinc-rich\" system which combats corrosion by electro chemical means. having specific gravity of 1.75, Adhesive bond strength > 1.5 N/mm2 Solid content- 60 %, 40 microns DFT, Fully dry/Recoatable- 45 minutes to 1 hour.Typical application includes surface preparations by cleaning steel surface to a bright condition paying particular attention to the back of exposed steel bars, mixed two components slow speed heavy duty drill fitted with a paddle, applying unbroken coat with suitable brush and allow to dry, after 30 mins apply second coat to ensure complete cover to exposed steel/ rebar etc complete. Total Dry film thickness is 40 microns complete all as specified and directed. |
| 65 | M & L for Providing and executing injection/pressure grouting in cracks in the parent concrete by fixing PVC/Aluminium nipples at 150 mm to 200 mm distance or specified distances as per design and detailed specifications. Pressure grouting using low viscous epoxy grout Conbextra EP 10(M)- Moisture insensitive epoxy resin injection material supplied in 1.5 Litre pack which can grout gaps ranging from 0.25mm to 9mm, having mix density 1060 kg/m3,Compressive Strength(ASTM D695)-60/mm2, Tensile Strength(ASTM C 304-97)-20 N/mm2, Flexural strength(BS 6319 Part 4)-45 N/mm2. Pressure grouting shall be carry out after surface preparations includes fixing nipples and filling crakcs with epoxy mortar one day before grouting, injecting low viscous grout mechanically about pressure 3.5 - 7.0 kg/cm² , removing nipple after grouting and sealing with epoxy mortar etc complete as directed by EIC. Payment shall be made on actual grout consumed. Note(i) : Drilling and all other arrangements for nipple fixing shall be deemed to be included in the quoted rate. |
| 66 | M & L for Epoxy Bond Coat Providing and applying bond coat on the prepared surface to receive polymer modified mortar/polymer modified micro concrete, with two component epoxy based bonding coat Nitobond EP- Epoxy resin concrete bonding agent supplied in 1/2, 1 and 4 Litre packs, having specific gravity 1.15 to 1.2 gm/cc, Compressive strength(BS 6319 Pt.2)- 50 Mpa at 7 days, Flexural strength strength(BS 6319 Pt.3)- 35 Mpa at 7 days, Tensile strength (BS 6319 Pt.7)- 20 Mpa at 7 days, Shear Strength (BS 6319 Pt.4)- 10 Mpa at 7 days, having an over lay time of 6 hrs and 30 ̊C, High bond strenght High bond strength : Bond strength is more than the tensile strength of good quality concrete, Barrier coat : Acts as a ‘barrier coat’ to the migration of chloride ions from host concrete. Laying of reinstatement polymer modified mortar or micro concrete shall be completed within the overlay time of bonding coat. The bond coat act as a bonding coat between old and new concrete. Typical application includes cleaning all loose dust, dirt, grease from host concrete surface by suitable means, mixing both components of bond coat by heavy duty slow speed mixer until a uniform consistency, apply unbroken coat of Nitobond EP with stiff brush covering complete area of patch repair before placing mortar or micro concrete. Item rate is inclusive of materials all labour, tools and tackles, scaffolding and transportation etc. complete as per specification and as directed by Engg.-in-charge. |
| 67 | M & L for Polymer modified Micro-concrete (upto Grade M50) Providing and applying Renderoc RG- polymer modified micro-concrete supplied in 25 kg moisture resistant bag should possess following properties when mixed with clean water at w:p ratio 0.16, such as compressive strength (BS 4551-80)-50 Mpa at 28 Days, Tensile strength- 2 Mpa @ 28 Days, Flexural Strength(BS 4551-80)-5 Mpa at 28 Days, Young’s modulus-25 kN/mm2, Expansion characteristics (ASTM C827 - 1987)-Unrestrained expansion 1 to 4 %,Pressure to restrain Plastic Expansion-Approx. 0.004 N/mm2,Thermal Conductivity – 1.5 W/m \"C, Fire rating (EN 1504 cl 5.5)- Class A1, Fresh wet density (Mixed density @27°C)- 2100 - 2200 kg/m3. Typical application inclued mixing whole bag with clean water about 4 litres, mixing in suitable container with heavy duty slow speed mixer machine to produce uniform, free flowing mix, pouring the same into the formwork using suitable arrangement or if required using pumping device for uniform flow of micro concrete. The side shuttering can be removed after 3 days and the bottom shuttering after 7 days ensuring proper bond between the micro concrete and existing concrete substrate. Item rate is inclusive of materials all labour, tools and tackles, scaffolding and transportation etc. complete as per specification and as directed by Engg-in-charge. |
| 68 | M&L for 15 mm thick cement plaster on stone or concrete surfaces in CM 1:4 upto a height of 14m mixed with water proofing compound @ 3% by weight of cement complete all as specified and directed.Note:- WPC shall be measured and paid separately. |
| 69 | M&L for sub main wiring using two single core 2.5 Sqmm FRLSH PVC insulated and unsheathed cable with copper conductor 1100 volts grade (FRLSH) ISI marked drawing in and including 20 mm dia rigid non metalic PVC Concealed conduit & accessories like bends, tee, etc fixed on recess of wall and ceiling and connecting to earth dolly and including one single core2.5 Sqmm earth wire, PVC insulated & unsheathed complete all as specified and directed.NOTE: 2 runs of main wire, 1 run of earth wire, 1 run of conduit with accessories shall be measured as one length. Rate quoted by contractor is demed to be included to match the disturbed surfaces with exisitng wall and no extra payment shall be made on this account. |
| 70 | Supply and fixing of round shape 20 watt 220 volts AC recessed mounted tiltable and swivel adjustable upto 36 degreeLED downlighter with COB technologytype with high efficiency PMMA diffuser soft glare free white/ warm white/multicolured as directed by Engr-in-Charge light complete with drivers, holders ,LED lamp suitable for roof ceiling including connecting up with three core flexible copper conductor cable of suitable size complete all as specified and directed. |
| 71 | Supply and fixing of decorative LED AC tricolour rope light having 560 lumen watt output per meter and 120 LEDs per meter, IP-65, 30 mtr length (White/Warm white/multi coloured as decided and directed by Engineer in Charge)water proof with jointer and adaptor (Quantity as directed by Engineer in charge) suitable for 180 V to 280 Volt complete all as specified and directed. |
| 72 | Supply and fixing of compact LED floodlight with system luminous efficacy of 110lm/w, protected to IP66, with front toughened glass,with discrete high lumen LED (White/Warm white/multi coloured as decided and directed by Engineer in Charge)water proof complete of 120Wsuitable for 180 V to 280 Volt complete all as specified and directed. |
| 73 | Supply and fixing of PVC insulated and round sheathed flexible muti stranded copper conductor of size 6 Sqmm 3 core, 1100 volts complete all as specified and directed. |
| 74 | S&F of Factory made board distribution in sheet steel enclosure double door glazed with 200 Amps ratedbus bar, SPN, 4 ways, 240 Volts suitable for housing MCBs complete all as specified and as directed. |
| 75 | S&F in replacementMCB, SPN, 240 volts, C Curve, 63 Amps 10 KA complete all as specified and as directed. |
| 76 | S&Fin replacement MCB,SP,240 volts, 20-32 Amps 10 KA ,C Curve, complete all as specified and as directed. |
