PROVN OF PARKING SHED FOR SPECIALIST VEHICLES AT 78 SQN AT AF STN AGRA

Amount

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.

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and not exceeding 1.5 m depth and getting out in soft /loose soil etc complete all as specified and directed

M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.

M&L for RCC (design mix) M-25 using 20 mm graded stone aggregates as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs, under reamed piles and mass concrete complete all as specified and directed . Note - Reinforcement and form work shall be measured and paid separately.

M&L for RCC (design mix) M-25 using 20 mm graded stone aggregates as in columns, pillars, piers, posts and struts and similar work complete all as specified and directed. Note - Reinforcement and form work shall be measured and paid separately.

M&L for RCC (design mix) M-25 using 20 mm graded stone aggregates as in beam, cantilevers, bressummers, lintels over 1.5 m span and similar work complete all as specified and directed. Note - Reinforcement and form work shall be measured and paid separately.

M&L for RCC (design mix) M-25 using 20 mm graded stone aggregates as in slab supported on wall, beam and column in floors, roofs, landings, balconies, canopies and in shelves and similar work complete all as specified and directed. Note - Reinforcement and form work shall be measured and paid separately.

M&L for RCC (design mix) M-25 using 20 mm graded stone aggregates as in chajjas and similar work complete all as specified and directed. Note - Reinforcement and form work shall be measured and paid separately.

Mild Steel TMT bar 10 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

Mild Steel TMT bar 5 mm dia and over up to and including 10 mm dia as in stirrups, spacers & binders cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

Form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams etc and similar work, vertical or to batter for fair finished flat concrete surfaces complete all as specified and directed.

Form work to sides of pillars, posts, struts, piers, columns and stanchions for square, rectangular or polygonal for fair finished concrete surface complete all as specified and directed.

Form work to sides and soffits of floor or roof beam, beam hauchings, girders, bressummers, lintels, cantilevers, shelves, for flat fair finished concrete surfaces complete all as specified and directed.

Form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200 mm thick (horizontal or sloping) for fair finished flat surface of concrete complete all as specified and directed

Form work to edges of concrete flats, treads breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roof and sides of bands in walls, horizontal or sloping and similar work for fair finished concrete surface exc 10 cm but not exc 20 cm wide complete all as specified and directed.

Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil etc complete all as specified and directed.

Removal of excavated materials exceeding 1.5 Km but not exceeding 5 Km and depositing where directed complete all as specified and directed.

M&L for treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed.

M&L for treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed.

M&L for treating the soil along with external perimeter of building at the rate of 2.25 litres of emulsion per metre of perimeter wall complete all as specified and directed.

M&L for brick work using old size fly ash bricks built in cement mortar 1:4 , straight or curved on plan exc 6 m mean radius complete all as specified and directed.

M&L for brick work using old size fly ash bricks built in cement mortar 1:4 , straight or curved on plan to any radius in half brick thick wall complete all as specified and directed.

M&L for rendering on fair faces of brick work or concrete surface of wall 15 mm thick in CM 1:4 and to be finished even and smooth with out using extra cement complete all as specified and directed

M&L for preparation of new plastered surfaces of walls and finishing new wall surface with acrylic smooth exterior paint of required shade (two coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) over and including providing and applying plaster of paris putty of 1 mm thickness over plastered surface to prepare the surface even and smooth complete all as specified and directed.

M&L for rendering 15 mm thick on other than fair face of brick works in CM 1:6 and to be finished even and smooth with out using extra cement complete all as specified and directed.

M&L for Preparation of newly plastered surfaces of wall and applying Three coat of white wash complete all as specified and as directed.

M&L for rendering 10 mm thick in CM 1:3 on fair faces of brick work or on concrete surface after dubbing out average 10 mm thick in CM 1:4 on ceiling (irregular face) finishing the surface even and smooth without using extra cement complete all as specified and directed.

M&L for preparation of newly plastered surfaces of ceilings and apply three coat of white wash complete all as specified and directed.

M&L moorum/red bajri filling in floors or pavings laid in layers not exceeding 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.

M&L Broken stone or boulders hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed.

M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation filling and mass concrete/sub base of paving complete all as specified and directed.

M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in sub base flooring 75 mm thick complete all as specified and directed.

S&F steel windows or ventilators fixed type with glazing bars complete all as specified and directed.

S&F 5.50 mm thick sheet glass, ordinary quality and glazing with oil putty in square exceeding 0.5 Sqm in each pane, complete all as specified and directed.

M&L for 15 mm thick screed bed or bedding layer in CM 1:4 using WPC @ 3% by weight of cement or as per manufacturer instruction surface finished fair and even in roof complete all as specified and directed. Note: - WPC shall be measured and paid separately under respective items.

Supply only water proofing compound.

M&L for cleaning surfaces and applying evenly a tack coat of industrial bitumen 85/25 at the rate of 1.2 Kg/Sqm including cleaning surface complete all as specified & directed.

M & L for applying cold bituminous primer @0.30 litre / Sqm conforming to IS-3384, laying APP polymeric modified membrane 3.5 to 4.00 kg /Sqm in weight with non woven polyester reinforcement and sealing all the overlap of 100mm in length and 100mm in width of membrane by torching the same as per manufacturer's instructions with gradual finish including applying two coats of aluminimum paint etc, complete all specified and as directed. .

M&L for PCC 1:3:6 type C2 using 40 mm graded stone aggregate, 75 mm thick in plinth protection laid in panels and finished even and smooth without using extra cement including necessary form work complete all as specified and directed.

S&F 1.25 mm thick of steel rolling shutters without ball bearing as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer erected in position as indicated, gear operated type with chain wheel and hand chain complete all as specified and directed.

S&F safety lever locks mild steel with four levers for rolling shutters complete all as specified and directed.

S&F ball bearing for rolling shutters complete all as specified and directed.

M&L for preparation of new or previously untreated surfaces of steel of any description, over 10 cm in width or girth and apply two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

Excavation over areas n. exc 1.5m deep and getting out in soft/loose soil all as specified and as directed.

M&L for Rolling and consolidating formation surfaces in cutting, in filling and rolling with 8 to 10 Ton Power roller including watering complete all as specified and directed.

M&L for Forming 25 mm wide expansion joint fill with compresibble synthetic filler board for complete depth of joint ,i.e thee thickness of slab,provision of closed cell backup rod 30 mm dia filled with polyurethane sealent (Min depth of sealent above backup rod shall be of 15 mm) complying with BS 5212,BS4254,and EN 41875-2003,priming the sides min MAF± 30% with ten years performance guarantee and applying masking tap on edge of joint to prevant accidental spillage of sealent on top surface to give neat finish to sealent and removing the masking tap after sealent is applied by mechanial means complete all as specified and as directed

M&L for Forming construction joint, 20 mm deep and 10mm wide (using diamond cutter) filled with poly sulphide sealant cold poured (min depth of sealant shall be 10mm) over 5mm thick paper back comprissible debonding strips, rest of the slab thickness shall be provide 200 microne PVC sheet adhered to concrete surface, confirming to IS-11433(PT-I) or BS-5212 and shall be applied after a primer coat as recommended by manufacturer all as specified and as directed.

M&L for PCC 1:2:4 type B-2 using 40 mm graded stone aggregate as in surface channels and drains complete all as specified and directed.

M&L Extra for forming fair finished drain or channel 45 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc complete all as specified and directed.

M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in coping, benching, bed block, lintel band, plinth courses etc and similar work including weathering,slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed.

M&L for point wiring complete with multi stranded copper conductor 1.5 Sqmm size PVC insulated unsheathed cable FRLS in and including PVC conduit concealed type ISI marked not less than 20mm dia including 1.5 sqmm multi stranded copper conductor PVC insulated cable of green colour as earth continuity connected to common earth dolly includin sunk/terminal boxes fittings /fixtures, complete with all accessories all as specified and directed: -

One light/fan/exhaust fan point controlled by one way 5 Amp switch.

One 3 pin/5 pin socket out let 5 Amp on independent board

All as per srl item no. 51 above but with 2.5 sqmm PVC insulated unsheathed cable FRLS, in and including PVC conduit ISI marked not less 20mm dia unsheathed single core multistranded copper conductor cable 1100 volts grade including 2.50 sqmm PVC insulated unsheathed multistranded copper conductor cable as earth continuity conductor complete all as specified & directed.

One 3 pin/5 pin socket out let 15 Amp on independent board

S&F switch piano, flush type 5 Amp single pole one way.

S&F socket out let, flush type 5 pin 5 Amp.

S&/F switch piano, flush type 15 Amp single pole one way .

S&/F socket outlet multi purpose 3 pin 15 Amp and 3 pin 5 Amp, flush type.

S&F ceiling rose surface bakelite ISI Marked three terminal.

S&F surface/wall mounting LED batten, 20 watt LED lamp fitting extruded aluminium housing provided for efficient heat dissipating with poly carbonate diffuser & intergrated industrial grade heavy duty electronic driver including lamp of 20 watt etc complete all as specified and directed

M&L concealed type sub main wiring along with earth wire FR PVC insulated copper conducter , single core cable 2x4 Sqmm plus 1x4 Sqmm earth wire in and including PVC conduit ISI marked of 20mm dia complete with fitting and fixtures all as specified and directed.

M&L for MCB DB of sheet metal enclosure double door type, single pole and neutral 8 way with 200 Amp rated bus bar 240V and grouted in walls in PCC (1:2:4) type B1 making good disturbed surfaces to match with existing surfaces etc. complete all as directed .

S & F MCB SP 6 to 32 Amps, 240V 'B' Series 10 KA.

S & F MCB DP 40 to 63 Amp 240 Volts 'B' series 10 KA.

S&F LED street light fitting 1x45 watt luminaires pressure die cast enclosed with glass cover in frame etc complete all as specified and directed.

Supply and laying testing of X LPE UG cable PVC insulated , screened bedded galvanised steel strip or wire armoured heavy duty electric cable 1100 volts grade with standed aluminum conductor of 10 sq mm, 2 core in trenches or fixed on wall/floor/poles complete all as specified and directed.

Supply, laying, testing of cable XLPE PVC insulated, screened, bedded,galvanised steel strip or wire , armoured heavy duty electric under ground LT cable 1100 volts grade with stranded aluminium conductor of size 10 sqmm 4 core laid in trenches or fixed on walls / floor / poles etc completed all as specified and directed.

Removing excavated soil to a distance n. exc 50 m and depositing where directed at a level n.exc. 1.5 mtr above the starting point complete all as specified and directed.

M&L for laying of bricks best locally available sub class 'B' bricks (old size) for cable protection cover, laid flat and dry in trenches over the cable prependicular to the direction of cable complete all as specified and directed.

M&L for sand coushioning with dry and clean river sand over and under the cable for protection of cable , {80 mm thick of layer sand laid before laying the cable and 150 mm thick layer of sand after laying the cable) complete all as specified and directed.

S&F MCCB TPN DB,4 way Vertical type,440V,3 phase with rated busbar chamber 100 Amps, double door type suitable for MCCB as a incomer and MCBs as out going ,IP 43-IK 09 after taking out old DB, grouted in walls complete all as specified and directed including making good the disturbed surfaces to match the existing surfaces.

S & F MCCB fixed type of 63 Amps 4 pole 16 KA, 415 Volts 50 Hz complete including connecting all incoming and outgoing connection by means of suitable size of lugs/thimbles all as specified and directed.

M&L for earthing complete with galvanised steel plate electrode of size 600mmx600mmx6 mm thick buried directly in ground (earth pit not less than 2.25 Mtr deep below from ground level with top edge of the plate not less than 1.5 Mtrs below from ground level connected to galvanised earth lead wire 4.0mm by means of bolts, nuts, check nuts and washers of galvanised iron or steel connected to earthing test point incl excavation and earth work in any type of soil and disposal of surplus soil to a distance n exc 50m, incl 40 mm GI tubing light grade and necessary fitting for protection of galvanised lead wire including laying of charcoal dust and common salt in layers as directed / shown in drg including PCC (1:3:6) type C-1 (using 20mm graded stone aggregate) as in earth pit with MS angle iron frame of MS angle iron of size 40x40x6mm, 40mm thick RCC cover of RCC (1:2:4) type B-1 (Using 20 mm graded stone aggregate) reinforced with 6 mm dia round bar @ 75mm C/C both ways with 150mm size MS handle made out of 12mm dia MS bar, 15mm thick plastering with CM (1:6) internally and upto 150mm below ground level externally, PGI funnel with 20mm dia GI pipe for watering and wire mesh of suitable guage etc complete all as specified and shown on electrical plate No 3 of SSR Part (2009) and connected to earth test incl testing complete all as specified and directed.

m/s meetu enterprises

GUPTA ENGINEERING WORKS

S. K. CONSTRUCTION