PROVISION OF CERTAIN MINOR MAJOR REVENUE AND CAPITAL WORKS AT DOMESTIC AND TECHNICAL AREA OF AF STN

Amount

34W/MW-02/2024-25: ADDITIONAL/ ALTERATION AND PROVISION OF WORKS SERVICES AT SMC

Demolition Brick work built in Cement Mortar and in any Position including all Quoins, Arches and Pillars, etc., complete all as specified and as directed by Engineer in Charge.

Demolition of Reinforced cement Concrete of any description and in any position not otherwise specifically provided and removing debris, etc. to Outside MD/AF Land, complete all as specified and as directed by Engineer in Charge.

Dismantling Floor, Hearth or Wall Tiling including Cement Mortar Bedding (but not backing) and removing debris, etc. to Outside MD/AF Land, complete all as specified and as directed by Engineer in Charge.

Material and labour for 25 mm thick cement concrete Type B1(1:2:4) (20 mm graded stone aggregate), as in sub base of floor , Complete all as specified and as directed by Engineer in Charge.

M&L Vitrified Ceramic tiles light shade10 mm thick (square/ rectangular) polished, area of each tiles n.exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match laid over and including 10 mm thick cement screed bedding layer in cement mortar 1:6, Complete all as specified and as directed by Engineer in Charge.

M&L for Glazed ceramic coloured tiles in vertical surface 350x250x7 mm / 450x350x7mm thick including 10mm thick cement plaster in CM 1:4 set and jointed in neat cement slurry and pointed in white or colour cement to match Complete all as specified and as directed by Engineer in Charge.

Material and labour for Granite (of any Type) work table rubbed and polished 18-20 mm thick machine cut,in steps, jams,pillars,window cills,flooring,cooking platforms and like laid and bedded over 15 mm thick cement mortar in CM(1:6) including pointing in white cement (1:2) using marble dust with admixture of pigment to macth with shade of granite , Complete all as specified and as directed by Engineer in Charge.

Complete removal of existing treatment Preparation of old surface shall include brooming down or steel wire brushing; scrapping down smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots, Complete all as specified and as directed by Engineer in Charge.

Taking down plaster,cement or cement lime plaster, on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down Complete all as specified and as directed by Engineer in Charge.

M&L Rendering 10 mm thick in CM 1:6 on concrete/brick wall surfaces finished surface even and smooth without using extra cement Complete all as specified and as directed by Engineer in Charge.

M&L for Preparation of newly plastered surfaces of walls including cornices pilasters etc and applying two coat of oil bound Distemper (OBD) over a coat of priming surface Complete all as specified and as directed by Engineer in Charge.

M&L 1.5 mm thick wall care putty on wall, Complete all as specified and as directed by Engineer in Charge.

M&L for Prepration of existing plastered surfaces of walls including cornices pilasters etc and applying two coat of oil bound Distemper (OBD) Complete all as specified and as directed by Engineer in Charge.

M& L Powder coated aluminium (minimum thickness of powder coating 50 micron) work for windows, ventilators and fixed partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge.

M&L for Anodised aluminium door shutters, aluminium section weighing 0.55 kg/ m including necessary joining cleats, glazing clips, ruber neoprene packing, handles 2 Nos in each door, hinges,tower bolt anodised aluminum snap beading screws etc. complete all as specified and directed by Engineer in Charge.

S&F sheet glass 5.5 mm thick ordinary quality and glazing with oil putty/wooden beads in squares not exc. 0.50sqm in each pane complete all as specified and directed by Engineer in Charge.

M&L for 12 mm thick prelaminated particle board exterior grade,prelaminated both sides with decorative choice laminaions fixed with screw to aluminium frame complete all as specified and directed by Engineer in Charge.

S&F Door closer hydraulically regulated aluminium extruded section body , designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg and fixed complete all as specified and directed by Engineer in Charge.

M&L for suspended false ceiling using E-grid 2430, 180 GSM (exposed ceiling suspension system ) of grid size 600mmx600 mm with main runner 38 mm x 24 mm and wall angle 24mm x 24mm using 4mm thick High Pressure stean Crude Everest Non Asbestos Fiber Cement plain Board (E-Board Classic) in & including a grid of GI system duly suspended with 4mm dia GI wire hanger fixed with steel dash fasteners or iron purlin from the roof with adjustment clip providing positions for light fixtures,air conditioning diffuser and ducts ,sprinkler ,smoke detectors etc.The main runners to be secured to structural soffits by hanger @ 1220 mm maximum c/c. the last hanger at the end of each main runner should not be placed at more than 450mm from the adjucent wall,Flush fitting 1220 mm cross tee to be interlocked between main runners @ 610mm C/C, so as to form 600mm x 600 mm grid complete all as specified and directed by Engineer in Charge.

Taking down chowkats or frames with shutters(without taking off shutters from the frame)area exceeding 1.5 Sqm but not exceeding 4 Sqm each including builders hardware complete all as specified and directed by Engineer in Charge.

M&L for Factory made single extruded WPC (Wood Polymer Composite) solid door/window/ceosetory windows & other Frames/ Chowkat of size 65x100 mm comprisisng of virgin PVC polymer of K value 58-60 (suspension Grade), Calcium carbonate and natural fibers (wood Powder/rice husk/wheat husk) and non txic additives (maximum toxicity index of 12 for 100 gms fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of of 750kg/cum, screw withdrawal strength of 2200N (face) & 1100 N (Edge), minimum copmressive strength of 58 N/mm2, modules of elasticity 900N/mm2 and resitance to spread of flame of glass A category with property of being termite/borer proof water/ moisture proof and fire retardant and fixed positions with MS hold fast'lugs/SS dash fasteners of required dia and length complete as per directios of Engineer-in-Charge. (M.S hold hold fast/lugs or SS dash fasteners shall be paid for separately)

S&F Factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of size 30mm thick comprising type flush door shutter of size 30mm thick comrising of viegin ploymer of valuve 58-60 (Suspension Grade) calcium carbonate and natural fibers (wood pwder/rice husk/wheat husk) and non toxic additives (maximum tocity indx of 12 for 100gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800N (Face) & 900 N (Edge) minimum compressive strength 50N/mm2 modulus of elasticity 850N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutters anf fixixng with stainless but hinges of requires size with necessary full body threaded star headed counter sunk stainless steel screw all as per direction of Engr-in-Charge

S&F 125 mm size Butt hinges,extruded aluminium alloy with galvanised mild steel hinge pin, anodised and fixed, Complete all as specified and directed by Engineer in charge.

S&F 150 mm size extruded aluminium alloy handles fabricated type anodized Complete all as specified and directed by Engineer in charge.

S&F 200 mm long aluminium anodized barrel tower bolts of extruded section Complete all as specified and directed by Engineer in charge.

S&F 300mm Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed Complete all as specified and directed by Engineer in charge.

Supply and Fixed MS powder coated Curtain Rods 18 to20 mm bore over doors and windows , with fixing MS powder coated brackets,including screws,rawal plug ,and PVC powder coated fineals / fency type end bulbs at each end of curtains rod, any colour etc Complete all as specified and directed by Engineer in charge.

Supply, laying, jointing and testing XLPE insulated screened, PVC bedded, galvanised steel strip or wire armoured heavy duty electric cable with aluminium conductor 1100 volts grade of size 35 Sqmm 3.5 Core with aluminum thimble of same size complete all as specified and directed by Engineer in Charge.

Excavation in trenches not exc. 1.50 Metre wide and not exc. 1.50 Metre in depth for laying of Cable/Pole/Stays, etc., getting out including forming bottom surface to required level and gradient in Soft/ loose Soil and getting out, complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 Cm in Soft/ Loose Soil, complete all as specified and as directed.

Removing excavated materials not exc. 50.00 metre and depositing where directed at a level not exc. 1.50 metre above the starting point, complete all as specified and as directed.

M&L Sand Cushioning (dry) in trenches/ducts for protection of UG Cables (below, above and around the UG Cable laid in Trenches) of 23 Cm Spread thickness (8 Cm in depth before laying the Cable and 15 Cm in depth after laying the Cable) and consolidated (punned) upto 180mm thickness, complete all as specified and directed by Engr-in-Charge NOTE : For Purpose of Payment, punned thickness of Sand Cushioning only will be Measured.

M&L for Brick protection cover of UG cable by old size bricks common burnt clay building bricks sub class `B’ laid dry and flat abutting each other with width equal to length of brick and gap between adjacent brick not exceeding 10mm complete all as specified and directed by Engr-in-Charge

M&L for making bore below the road for crossing the GI pipe light grade 50 mm dia for cable protection and fill the putty on both sides of the GI pipe after crossing the armoured cable to avoid the water inside complete all as specified and directed by Engr-in-charge.

S&F Single pole and neutral enclosure with a two pin and earth plug and socket complete with one single pole MCB of 20 Amp conceled in wall , complete all as specified and directed by Engineer in Charge.

S&F MCB DB TPN 4 Way vertical type factory made IP 43 protection class metal double door with Shrouded Neutral Bar & Pan assembly with connecting link complete including provision for fixing one MCCB upto 125A, complete all as specified and directed by Engineer in Charge.

S&F MCCB 125 Amp 4P Curve ' C ' Breaking Capacity 10 Ka for fixing in DB complete all as specified and as directed by Engineer in Charge.

S&F MCB 6 to 32 Amps ' C ' Breaking Capacity 10 Ka for fixing in DB complete all as specified and as directed by Engineer in Charge.

M&L in repair earthing complete with galvanized steel earth plate electrode 600x600x6.3 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below normal ground level) with top edge of the plate not less than 1.5 mtr below normal ground level,the earth electrode surrounded by adequate quantity of charcoal dust and salt to a packed thickness of 15cm on all side and including connected toand including galvanized earth lead wire 4.0 mm dia upto 7.5 mtrs long by means of nuts and bolts, check nuts and washers of GI and connected to earhing test point and earth dolly all as shown in electrical plate No 3 of MES SSR part I and testing on completion including necessary excavation and earth work in any type of soil,PCC(1:3:6)type C1 chamber,pre-cast RCC slab 50mm thic in cement concrete (1:2:4),type B1,reinforced with welded steel wire fabric or XPM,(weight not less than 4 Kg per Sqm) with cast iron frame,funnel with watering pipe 20mm dia medium grade,wire mesh and lugs,GI protection pipe,15mm dia,light grade,7.5 mtr long for protection of earth lead upto test point etc all as specified and as directed by Engineer in Charge.

M&L submain wiring with 2 runs of copper conductor FRLS PVC insulated unsheathed cable 1100 volt grade 4 sqmm drawn through PVC conduit medium grade ISI marked 25mm dia as per IS specification fixed concealed in wall/ceiling including conduit and conduit accessories and incl provn of PVC insulated 4 Sqmm multistranded copper conductor as earth continuity conductor connected to earth dolly all as specified including dismantling old and making good to the disturbed surface by plastering and two coat of distamper all as directed at site Note : Two runs of 4 sqmm cable alongwith one run of 4 Sqmm PVC insulated unsheathed copper conductor as earth wire, conduit and conduit accessories will be measured as one length, complete all as specified and directed by Engineer in Charge.

M&L submain wiring with 2 runs of copper conductor FRLS PVC insulated unsheathed cable 1100 volt grade 16 sqmm drawn through PVC conduit medium grade ISI marked 25mm dia as per IS specification fixed concealed in wall/ceiling including conduit and conduit accessories and incl provn of PVC insulated 16 Sqmm multistranded copper conductor as earth continuity conductor connected to earth dolly all as specified including dismantling old and making good to the disturbed surface by plastering and two coat of distamper all as directed at site Note : Two runs of 6 sqmm cable alongwith one run of 4 Sqmm PVC insulated unsheathed copper conductor as earth wire, conduit and conduit accessories will be measured as one length, complete all as specified and directed by Engineer in Charge.

S&F 415V 10KA "C" Curve Miniature circuit Breaker (MCB) of following poles and current carrying capacity in the DB complete with conection, testing and comissioning TPN 100 AMP complete all as specified and directed by Engineer in Charge.

Supply and install hi wall split units indoor/ outdoor with inverter Power supply (V/HZ/Ph) 230/50/ 1 Phase complete with cordless remote control unity and with in built air ioniser, blue fins and plasma filter for better indoor air quality with Twin Rotary compressor- BLDC, Copper condenser Coil Variable speed compressor which adjust power depending on heat energy eficient and lowest noise operation Capacity 1.5 Ton Energy Rating: 5 Star rated ISEER not less tyhan 5.2 Refrigerant gas.: Environment freindly - no ozone depletion potential & low global warming potential with suitable MS mounting stands factory made for indoor and outdoor unit including connecting Copper tubings, drain pipe, including extra refrigerant, electric cables, copper inlet and other tubingas required at site, complete all as specified and directed by Engineer in Charge. Note : All cooling /condensing coil should be copper material.

S&F drain pipe 25mm dia heavy duty rigid PVC from indoor unit to exit point as per design including accessories clamps fastener etc complete all as specified and directed by Engineer in Charge.

34W/MR-01/2024-25: PROVN OF INTERLOCKING TILES FROM APPROACH GATE TO MAIN SOIL ROAD AND MAIN MGR PLINT TO RADAR DEPLOYMENT SITE.

Surface excavation not exceeding (not exceeding) 30 cm deep and averaging 15cm deep and getting out soft/loose soil complete all as specified and directed by Engineer in Charge.

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. not exceeding 10 sq m on plan and n exc 1.5 m in depth and getting out soft/loose soil complete all as specified and directed by Engineer in Charge.

Removing excavated material n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed by Engineer in Charge.

M&L for 100 mm thick Cement concrete type D-2, 1:4:8(40mm graded aggregate) as in sub base to flooring complete all as specified and directed by Engineer in Charge.

M&L for Factory made machine pressed precast 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 laid over and including 50mm thick sand cushion complete all as specified and as directed by Engr-in-Charge.

M&L for Factory made Pre-cast cement concrete 1:2:4 (Type B1) (20mm graded aggreagte) solid blocks of size 450mm X 300mm X 100mm as in kerb stone and jointed with cement mortar 1:4 (1 cement: 4 coarse sand), complete all as specified and as directed by Engr-in-Charge.

M&L for PCC 1:2:4 type B-0 using 1(12.50mm graded stone aggregate) as in bands, coping, bed plate etc including weathering slightly chamfered or rounded angles including necessary form work, if any, and finishing exposed surfaces even and smooth using extra cement complete all as specified and as directed by Engr-in-Charge.

34W/MR-02/2023-24: PROVN OF PARKING SHEDS AT CERTAIN LOCATION OF AF STN BHISIANA

Surface Excavation not exceeding 30 Cm deep and averaging 15 Cm deep and getting out in Soft/ Loose soil complete all as specified and directed by Engineer in Charge.

M&L Brick Work with Sub-Class ‘B’ Bricks (Old Size Bricks), Straight or Curved on Plan exc. 6.0 Metre mean Radius, built in Cement Mortar 1:6 including Corbelling and arches, complete all as specified and as directed.

M&L 15mm thick cement plaster in cm 1:4 on fair faces of brick or concrete wall surface finished even and fair etc including applying two coat of cement base paint over and a coat of primer after preparation of new plastered surface, complete all as specified and directed by Engineer in Charge.

Excavation in post holes each not exceeding 0.50 cum , getting out, returning filling in and ramming earth or broken rubble mixed with earth in layers not exceeding 25cm in soft/loose soil, complete all as specified and directed by Engineer in Charge.

M&L for hard core of broken bricks of gauge not exc 63mm, deposited, spread and level in layers not exc 15cm thick watered and rammed to a true surface complete all as specified and directed by Engineer in Charge.

M&L 75 mm thick Cement concrete 1:4:8 Type D-2 (using 40 mm graded stone aggregate) as in sub base finished even & rough to receive finishing layer etc complete all as specified and as directed by Engineer in Charge.

M&L for 40mm thick Cement concrete type B-1, 1:2:4 (20mm graded aggregate) as in floor topping of hard standing/ floor finished even and smooth without using extra cement ( PCC shall be laid in alternate bays in panels of size) complete all as specified and directed by Engineer in Charge.

M&L for Cement Concrete (1:2:4) type b-2 (using 40mm graded crushed stone aggregates ) lean concrete as in foundation, filling and mass concrete complete all as specified and directed by Engineer in Charge.

S&F Joist, channel, angle, flat iron or Tee sections, fixed independently with connecting plates, etc(Cut to length i.e., within 20mm of the length confirming to Fe-290- Gde E165) complete all as specified and directed by Engineer in Charge.

S&F 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 by Engineer in Charge.

S&F for 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 as specified

M&L for Preparation of new steel iron surfaces of any description, over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer in Charge.

Removing excavated material exc 250 mtr n exc 500 mtr 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 by Engineer in Charge.

34W/CAP-02/2024-25: PROVN OF STATIC BLAST DEFLECTORS AND ANCHOR BLOCKS FOR ALL WEATHER MULTI - AIRCRAFT GROUND RUN POINT

Demolition of Cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engr-in -Charge.

Demolition of Brickwork or stone/ boulder masonary ,built in cement mortar or cement lime mortar complete all as specified and as directed by Engr-in -Charge.

Excavating over areas, not exceeding 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed by Engr-in -Charge.

All as per item No 4.03 above but depth exc. 1.5m and not exc 3m deep complete all as specified and as directed by Engr-in -Charge.

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. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed by Engr-in -Charge.

M&L for PCC 1:4:8 type D2 in foundations, filling and mass concrete complete all as specified and as directed by Engr-in -Charge.

M&L for Reinforced Cement Concrete M-25 Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete using 20mm graded aggregates complete all as specified and as directed by Engr-in -Charge.

M&L for Reinforced Cement Concrete M-25 design mix in columns pillars, posts and struts using 20mm graded aggregates complete all as specified and as directed by Engr-in -Charge.

M&L for Reinforced Cement Concrete M-25 design mix in Beams, cantilevers, bressummers, lintels over 1.5m span using 20mm graded aggregate complete all as specified and as directed by Engr-in -Charge.

M&L for Reinforced Cement Concrete M-25 design mix Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like using 20mm graded aggregates complete all as specified and as directed by Engr-in -Charge.

M&L for Rough finished Flat Formwork to sides of concrete foundations, 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 complete all as specified and as directed by Engr-in -Charge.

M&L for Rough finished Square, rectangular or polygonal Formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and as directed by Engr-in -Charge.

M&L for Rough finished, flat Formwork to 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 as directed by Engr-in -Charge.

M&L for Rough finished, flat 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 by Engr-in -Charge.

M&L for Formwork to edges/sides of rough finished surface of roof slab 15cm thick complete all as specified and as directed by Engr-in -Charge.

M&L for Mild steel TMT bar 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 Engr-in -Charge.

All as per item No 4.16 but 5mm dia and over upto and including 10mm diain stirrups spacers and binders complete all as specified and as directed by Engr-in -Charge.

M&L for PCC 1:2:4 type B2 in foundation filling and mass concrete for fixing angle. complete all as specified and as directed by Engr-in -Charge.

S&F for Erection and Fabrication and fixing Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirm to Fe 410-W (Gde-E- 250) quality-A complete all as specified and as directed by Engr-in -Charge.

S&F Mild steel screw bolts 16 to 20mm dia of neck (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, exc 22.5cm and n exc 30 cm long complete all as specified and as directed by Engr-in -Charge.

S&F for 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 embeding in concrete and screwing etc. wind ties for roof including securing bolts 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 Engr-in -Charge.

M&L for 15 mm thick cement plaster in CM (1:4) on fair faces of brick or concrete wall surfaces and finishing the surface even and smooth (without using extra cement) complete all as specified and as directed by Engr-in -Charge.

M&L for 5 mm thick cement plaster in CM (1:3) on fair faces of concrete surfaces as in ceiling and finishing the surface even and smooth (without using extra cement ) etc, complete all as specified and as directed by Engr-in -Charge.

Material & Labour for applying Two 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 in camouflaging pattern of required by using 4 to 5 Color shades as per approved pattern as per sample approved by GE 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 by Engineer-in-Charge.

M&L for preparation of new steel surface and applying two coats of synthetic enamel paint over a coat of red oxide primer exc 10cm width or girth complete all as specified and as directed by Engr-in -Charge.

M&L for 80mm thick average consolidated thickness mud phoska on flat roof includin 25mm thick mud plaster and 3mm thick leeping plaster complete all as specified and as directed by Engr-in -Charge.

Material and labour for cement concrete 1:2:4 type B-0 using 12.5 mm graded stone aggregate as in roof padding, complete all as specified and as directed by Engr-in -Charge.

Material and labour for brick work built in CM (1:6) straight or curved on plan exceeding 6 metre mean radius using sub class ‘B’ bricks (Old size bricks) complete all as specified and as directed by Engr-in -Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.of hard/dense soil complete all as specified and as directed by Engr-in -Charge.

Removing Excavated soils exceeding 1.5 Km but not exc. 5 Km and depositing where directed complete all as specified and as directed by Engr-in -Charge.

NOTE:- The subject contract involves different jobs at different locations of AF Stn Bhisiana and BoQ has been bifurcated accordingly. If bidder quoted different rate for same item at different jobs, then lowest quoted rate shall be considered for acceptance.

STELLAR PROJECTS (BID ID -3128578)

REYANSH GARG AND COMPANY (BID ID -3125991)