Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date13 Dec 2024
Closing Date3 Jan 2025
Tender Amount₹ 48,00,000 
Notes
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Costs

Summary

Repair Of Joinery And Certain B/r Repairs At Nts, Marcos, Nad, Chouldhari Dam, Prothrapur Filtration Plant, Dad Qtrs,pereira Enclave And Day To Day Complaints And Certain B/r Repairs At Lltr Port Mount Under Age B/r Ii Of Ge Minniebay, Sri Vijaya Pur

Description

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BOQ Items

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M&L PCC (1:2:4) Type B2 using 40 mm graded stone aggregate in foundations, filling and mass-concrete including necessary formwork complete all as specified and as directed by Engineer in charge

4

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M&L for 75mm thick PCC 1:3:6 Type C-2 using 20mm crushed stone aggregate as in plinth protection/hard standing etc finished even and fair without using extra complete all as specified and as directed by Engineer in charge

200

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M & L for 100 mm thick PCC 1:4:8 type D2 using 40 mm graded stone aggregate as Sub Base complete all as specified and as directed by Engineer in charge

300

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M&L for chequered cement concrete tiles 20cm x 20cm x 25mm thick,set, jointed and pointed in neat cement slurry in floors with grey cement and no pigment laid over 15mm thick screed bed in CM 1:4 complete all as specified and as directed by Engineer in charge

150

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M& L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness , M-35 Grade with grey cement and pigment complete all as specified and as directed by Engineer in charge

200

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M&L for 50 mm thick Sand filling under floors as in sand cushioning for paver tiles including watering and consolidation complete all as specified and as directed by Engineer in charge

15

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M&L in repair for stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and as directed by Engineer in charge

250

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M&L for PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in foundation, filling & mass concrete for foundation of fencing posts complete all as specified and as directed by Engineer in charge

0.9

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Demolition and breaking out drain pipes of any dia including necessary bend ,T and other accssories etc complete all as specified and as directed by Engineer in charge

100

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S & F 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls incuding necessary clamps etc to fixing on walls complete all as specified and as directed by Engineer in charge

25

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S & F 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors incuding necessary clamps etc complete all as specified and as directed by Engineer in charge

25

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S & F 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors incuding necessary clamps etc to fixing on walls complete all as specified and as directed by Engineer in charge

25

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S & F 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls incuding necessary clamps etc to fixing on walls complete all as specified and as directed by Engineer in charge

25

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S & F 110 mm bore PVC (SWR) bends of any radius complete all as specified and as directed by Engineer in charge

5

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S & F 110 mm bore PVC (SWR) junction single (Single `T') equal or unequal with access door complete all as specified and as directed by Engineer in charge

5

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S & F 75 mm bore PVC (SWR) bends of any radius complete all as specified and as directed by Engineer in charge

5

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S & F 75 mm bore PVC (SWR) junction single (Single `T') equal or unequal with access door complete all as specified and as directed by Engineer in charge

5

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S&F in repairs PVC (SWR) floor trap diameter of out let 75mm ,plain with grating including jointing with solvent cement fixed in cement concrete complete all as specified and as directed by Engineer in charge Note: Rate for cement concrete deemed to be included under quoted rate

3

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Demolition of precast concrete block walling built in cement mortar complete all as specified and as directed by Engineer in charge

32

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M&L for PCC solid block masonry (1:3:6) (using 20mm graded stone aggregate) straight or curved on plan exc 6m mean radius, exc 10cm in width and built in CM (1:6) complete all as specified and as directed by Engineer in charge

32

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M & L for Preparation of old plastered wall surfaces and applying one coat 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 complete all as specified and as directed by Engineer in charge Note: Rate inclusive of scaffolding at any height

2000

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M&L for preparation old steel surfaces of any description over 10cm width or girth not otherwise described and applying one coat of synthetic enamel paint complete all as specified and as directed by Engineer in charge

260

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M&L for preparing new steel or iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.

260

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M&L for applying one coat of indigo floor paint on paver block / chequered tiles including preparation complete all as specified and directed by Engineer-in-Charge.

200

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Taking down cement plaster on brick or PCC block masonry wall in any description complete all as specified and directed by Engineer-in-Charge.

450

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M&L for rendering 15mm thick in two layers of first layer 10mm thick in CM (1:6) and second layer 5mm thick rendering in CM (1:4) using water proofing compound (WPC will be paid separatley) on brick masonry or stone block masonry or concrete surfaces complete all as specified and directed by Engineer-in-Charge. Note: WPC shall be measured and paid separately as "Supply only"

575

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M&L for rendering 10 mm thick on fair faces of brick work or concrete surfaces in CM 1:6 finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

50

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M&L for rendering to ceiling in 5mm thick on fair faces concrete surface in CM (1:3) finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

25

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Supply only water proofing compound conforming to IS-2645 1975 complete all as specified and directed by Engineer-in-Charge.

103.8

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M&L 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 by Engineer-in-Charge. Note: Rate inclusive of scaffolding at any height

575

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Dismantling posts or struts(wood, steel or R.C.C.) any section, including taking out embedded portion , embedded in concrete, brickwork or masory etc and making good disturbed ground complete all as specified and directed by Engineer-in-Charge.

136

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Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in & raming earth/ broken rubble mixed with earth around, in layers n. exc. 25cm, watering, & removing surplus soil to a distance n exc 50m & making good surface in soft/loose soil complete all as specified and directed by Engineer-in-Charge.

45

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M&L for PCC in foundations, filling and mass-concrete type D2 (1:4:8) using 40 mm graded stone aggregate complete all as specified and directed by Engineer-in-Charge.

10.5

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S&F MS framed work such as fencing post 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 directed by Engineer-in-Charge.

600

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M&L in repair PVC coated GI chain link fencing 3.5mm dia with 50mm x 50mm mesh including fixing of MS line wire / rod, flat iron & machine made hexagonal or square head bolts to fencing posts complete all as specified and directed by Engineer-in-Charge. (Note : MS rod,flat iron and MS bolts shall be measured and paid seperately as "Supply only"

600

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Supply only mild steel screw bolts n exc 12 mm dia machine made with hexagonal or square head at one end and screwed the other or screwed both ends for fixing of chain link fencing complete all as specified and directed by Engineer-in-Charge.

60

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Supply only MS Round bar 10 mm dia for support to chain link fencing Fe 410-W(Gde-E-250) quality-A complete all as specified and directed by Engineer-in-Charge.

215

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Supply only MS Flat iron as in fillets for securing wire mesh including all necessary drilling, bolting or riveting etc and similar work confirming to Fe 410-W(Gde-E-250) quality-A complete all as specified and directed by Engineer-in-Charge.

145

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Dismantling of Plain or Corrugated Steel sheeting of any gauge, thickness of roof in roof coverings, complete all as specified and directed by Engineer-in-Charge.

210

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S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm 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 by Engineer-in-Charge. Note : Rate inclusive of scaffolding and safety arrangements at any height

190

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S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as in ridges, hips, valley gutter, drip, and straight flashing complete all as specified and directed by Engineer-in-Charge. Note : Rate inclusive of scaffolding and safety arrangements at any height

20

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S&F in repairs aluminium wind ties for roof including all necessary drilling, bolting or rivetting fixed with GI self tapping screws as specified for roof sheeting complete all as specified and directed by Engineer-in-Charge.

10

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Cleaning of sludges/silt from Nahani trap / floor trap including roding CI pipe from Nahani trap / floor trap to gully trap etc in position including removing of rubbish/sludge to a distance exceeding 250m not exceeding 500m complete all as specified and directed by Engineer-in-Charge.

50

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Cleaning the blockage in IWC, EWC, including roding CI pipe after opening the oval asses door of CI bend C1 branch piece (T) etc upto first MH and placing the existing oval access door in original position including removing the rubbish/sludge to a distance exceeding 250m not exceeding 500m complete all as specified and directed by Engineer-in-Charge.

30

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De-watering & cleaning of septic tanks, Soak well, manhole, sludge chamber etc. by pumping out sludge water manually or mechanically including cleaning of shrubs/bushes vegetation 2.50m around the septic tank , necessary cutting pit for sludge burying and making good to usable condition of the same complete all as specified and directed by Engineer-in-Charge.

10

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Systematicaly cleaning and desilting of pipe sewers of any type and dia upto 200 mm any depth by passing knots, bambboo, kamti and disc of required size, pumping out liquid waste/ sewage, plugging diverting the flow in the drain, if necessary and stacking the removed silt/ sludge in deposits as directed including taking precautionary measures such as safety belts, dry cells, torch for lighting in side the manholes and drain etc, sprinkling bleaching powder on the silt/ sludge removed to avoid bad smell and disposal of silt out side MD land complete all as specified and directed by Engineer-in-Charge.

40

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Cleaning of drains (open) by desilting , including getting out depth up to 15 cm average of all vegetation, foreign materials, silt etc from drain and removing the materials outside MOD land complete all as specified and directed by Engineer-in-Charge.

30

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Cleaning of drains by destiling mud, vegetation, debries waste materials deposits etc, cleaning/removing manually/mechanically up to a depth of 60 cm and removing the materials outside MOD land complete all as specified and directed by Engineer-in-Charge.

30

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Dismantling wrought iron or mild steel work of any description not other wise provided for complete all as specified and directed by Engineer-in-Charge.

6.5

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S&F 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 etc complete all as specified and directed by Engineer-in-Charge.

400

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M&L for PCC (1:3:6) type C2 using 40mm graded stone aggregate as in surface channels and drain, complete all as specified and directed by Engineer-in-Charge.

2

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M&L for laying PCC (1:4:8) 75mm thick with type D2 (using 40mm graded stone aggregate) for sub base complete all as specified and directed by Engineer-in-Charge.

280

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M&L for chequered cement concrete tiles mixed with grey cement and no pigment of size 300x300 x22-25 mm thick set jointed and pointed in neat cement slurry in floors incl 20 mm thick screed in CM 1:4 complete all as specified and directed by Engineer-in-Charge.

80

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M&L for applying two coats of synthetic enamel paint over a coat of Red oxide primer including preparation of new steel/iron surface of any description n.exc10 cm in width or girth complete all as specified and directed by Engineer-in-Charge.

15

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S&F in repair 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 strain- ing 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 specified and directed by Engineer-in-Charge.

28

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Taking down existing chowkats or frames n.exc. 1.5 Sqm each without taking off shutters from the frames complete all as specified and directed by Engineer-in-Charge.

15

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Taking down existing chowkats exc. 1.5 Sqm and n.exc. 4 Sqm each without taking off shutter from the frame complete all as specified and directed by Engineer-in-Charge.

20

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Resecuring / easing and Refixing of wooden shutters of any description exc 2 sqm the same opening each etc complete all as specified and directed by Engineer-in-Charge.

25

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S&F Plain, solid, straight chowkats and frames of 2nd class hard wood, framed rebated on the solid rounded or chamfered put together with glue pinned at joints complete all as specified and directed by Engineer-in-Charge.

1

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S&F 30mm thick Flush shutters, solid core construction, with particle board core and plywood face panels, commercial type on both sides complete all as specified and directed by Engineer-in-Charge.

25

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S&F 35mm thick Glazed and skeleton shutters of 2nd class hard wood open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of me-mbers of shutters complete all as specified and directed by Engineer-in-Charge.

20

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M& L for cement concrete type C-1, 1:3:6 using 20mm graded stone aggregate as in filling under hold fast as directed including necessary form work, complete all as specified and directed by Engineer-in-Charge.

0.2

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S&F bands, straps , supports or stays for rain water, ventilating pipes including bolts, clamps, hold fasts etc and similar small articles to Fe-410-0 or Fe-310-0 complete all as specified and directed by Engineer-in-Charge.

36

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S&F Factory Made Solid PVC Moulded Door Shutter, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded Prelam PVC Sheet on the front face & 2mm Plain colour PVC Sheet on back face, supplying & fixing in frame at site as per specification & drawing complete all as specified and directed by Engineer-in-Charge.

15

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S&F Solid PVC door frame of size 50 mm x 47 mm made out of 5 mm plain colour PVC sheet reinforced with MS Square tube in opeing, complete all as specified and directed by Engineer-in-Charge.

60

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M&L for preparation of new wood/wood based surfaces of exc. 10cm width or girth of any description and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed by Engineer-in-Charge.

150

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S & F 100 mm size, medium weight Butt Hinges, cold rolled, mild steel including fixtures complete all as specified and directed by Engineer-in-Charge.

165

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S & F Aluminium anodised barrel Tower Bolt of size 150 mm size of extruded section complete all as specified and directed by Engineer-in-Charge.

110

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S&F Aluminium alloy, anodised sliding door bolt 300 mm size , 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.

15

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S & F in repairs aluminium anodised barrel Tower Bolt of size 100 mm size of extruded section complete all as specified and directed by Engineer-in-Charge.

30

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S&F extruded aluminium alloy handle fabricated type anodised 150 mm long complete all as specified and directed by Engineer-in-Charge.

110

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S&F in repairs extruded aluminium alloy handle fabricated type anodised 150 mm long complete all as specified and directed by Engineer-in-Charge.

50

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S & F in repairs 100 mm size, medium weight Butt Hinges, cold rolled, mild steel including fixtures complete all as specified and directed by Engineer-in-Charge.

50

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S&F in repairs aluminium alloy, anodised sliding door bolt with haspstaple (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.

20

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

25

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Hacking out old broken glass [any thickness, size, quality or description] from wooden / Aluminium frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads complete all as specified and as directed.

10

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S & F 4.80 mm thick sheet glass ordinary quality and glazing with oil putty in squares not exceeding 0.5 Sq.m in each pane complete all as specified and directed by Engineer-in-Charge.

10

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S&F in repairs powder coated Aluminium frames for Partition, Door, Windows ,sliding shutters and Ventilators with one or more rebates incl jointing cleat for fixing etc and aluminium powdercoated skelton windows & ventilator shutter fixed with glass or gauge, side hung type without sash bars using standard aluminium section incl necessary Aluminium grill, jointing cleats, glazing clips, rubber packing anodised aluminium snap beadings screws, anodised aluminium fittings such as handles stainless steel adjustable friction stay hinges etc complete all as specified incl aluminium grills fixed to window frame aluminium anodised wire cloth fixed to aluminium frame complete all as specified and directed by Engineer-in-Charge. NOTE: (i) Payment under this item will be make only for the cost of aluminium section. However unit rate quoted shall deemed to include cost of rubber beading, fittings such as handles, SS friction stay hinges and fixing of 5mm thick glass etc. (ii) 5mm thick sheet glass and aluminium wire cloth shall be measured and paid separately as "Supply only" (iii) Weight of aluminium handle & SS hinges shall not be accounted for payment purpose .

45

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Supply only 5mm thick sheet figured glass and glazing with rubber packing around the glass, in squares exceeding 0.50 sqm in each pane complete all as specified and directed by Engineer-in-Charge.

15

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Supply only aluminium alloy wire cloth, 0.45mm nominal dia of wire and average width of aperture 1.40 mm complete all as specified and directed by Engineer-in-Charge.

15

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Supply & fix in repairs aluminium alloy wire cloth, 0.45mm nominal dia of wire and average width of aperture 1.40 mm complete all as specified and directed by Engineer-in-Charge.

50

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Supply only standard aluminium window handles 125 mm long for Alu. windows/ ventilators complete all as specified and directed by Engineer-in-Charge.

25

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Supply only stainless steel friction stay hinges of standard size complete all as specified and directed by Engineer-in-Charge.

20

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S&F in repairs stainless steel friction stay hinges 200 x19 x1.90 mm of standard size complete all as specified and directed by Engineer-in-Charge.

20

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S&F in repair continuous (Piano) hinges, mild steel bright finished or electro galvanised with flap size 30mm complete all as specified and directed by Engineer-in-Charge.

15

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S & F in repair Hasp and staple for 75 mm of aluminium anodised complete all as specified and directed by Engineer-in-Charge.

10

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S&F in repairs sliding window made of aluminium anodised section including hold fast/ screw drilled, punching, anchorage rod, aluminium cleats, making good the disturbed area with existing finishing so as to match with under mentioned specification:- (a) Frame guide of window 92 x 29 x 1.2mm (b) Shutter top and bottom 50 x 20 x 1.5 mm (c) Shutter inter lock section 50 x 20 x 1.5 mm (d) 5 mm thk tinted glass with aluminium glazing clips rubber beads (e) Handle section 39.40 x 17.70 x 1.5 mm (f) Aluminium deco grills, fixed with 'F' channel DG-104 pattern 5.50 mm thick (g) Aluminum xpm wiremesh Note : If exact section is not available in market then next immidiate higher section will be used.

10

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S & F Factory made uPVC white colour fixed window with area exc 1.00 Sqm but n.exc 2.00 Sqm made of extruded profiles with wall thickness of 2.3mm (+-0.2mm). Window profile with hollow section with multi chamber. Frame (60mm x 58mm). T profile (Onevertical length in between two shutters) (60mm x 74mm). Glazing bead (35mm x 20mm) will be mitered cut and fusion welded at all corners, including drilling of holes for fixing hardware and drainage of water etc. making arrangement for fixing of hardware, EPDM gasket. 1.2 +–0.2mm thick, galvanized steel Frame (28mm x 21.5mm), T profile (27mm x 17 mrn) to be inserted in required profile, frame will be fixed to the wall with 8mm x 100mm long fasteners- 5mm thick glazing with selected quality glass complete all as specified and as directed. (Note: The unit rate quoted by contractor excludes cost of glass and includes all other connected accessories Net opening will be measured for payment purpose.)

6

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S&F Factory made uPVC white colour casement (Openable) window exc 1.00 but n.exc 2.00 Sqm made of extruded profiles with wall thickness of 2.3mm ( + – 0.2mm). Window profile with hollow section with multi chamber, frame (60mm x 58mm), sash (60mm x 73mm), T profile (One vertical length in between two shutters) (60mm x 74mm), Glazing bead (35mm x 20mm) will be mitered cut and fusion welded at all corners, including drilling of holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware. EPDM gasket 1.2 +– 0.2mm thick, galvanized steel Frame (28mm x 21.5mm), sash (31mm x 27.5mm). T profile (27mm x 17mm) to be inserted in required profile, frame will be fixed to the wall with 8 mm x 100mm long fasteners. Hardware: [casement handle made of zinc alloyed (white powder coated), But Hinges of'zinc alloyed (white powder coated), transmission gear made of mild steel with multi point locking system] and 5mm thick glazing with selected quality glass. (Note: The unit rate quoted by contractor excludes cost of glass and includes all other connected accessories. Net opening will be measured for payment purpose.)

6

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S&F in repairs using plywood, grade BWP, type BB 12mm thick 7 No of ply fixed with nails to timber frames as in pelmet boxes and similar works etc complete all as specified and directed by Engineer-in-Charge.

25

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S & F in repairs for 18-20mm thick pre-laminated HDF panels of interior grade type II approved shade for kitchen /wardrobe/wall panelling fixing with necessary fittings like keku fitting, spring clip, hanger plate, modular hinger/clip fix or stud fittings as per manufacture's instruction complete all as specified and directed by Engineer-in-Charge.

10

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S & F in repairs Stainless Steel plate rack of size 910 mm X 960 mm of super deluxe model, suitable for 12 plates made with 22 gauge sheet and weight not less than 5.5 Kg, complete all as specified and directed by Engineer-in-Charge.

2

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M&L in repairs decorative laminate 0.9mm thickness type 1,of surface finish,colour and pattern as approved, fixed with approved adhesive as per manufactures instructions complete all as specified and directed by Engineer-in-Charge.

25

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S&F in repairs 20mm dia brass chromium tubler rail as in curtain rods fixed in cup boards and pelmets complete all as specified and directed by Engineer-in-Charge.

100

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S&F in repairs brackets for fixing of curtain rods complete all as specified and directed by Engineer-in-Charge.

65

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S & F anodized aluminum door seals of 32mm (overall size) with standard 1mm thick aluminum sections and bottom brush and provision of counter sunk holes for screws etc complete all as specified and directed by Engineer-in-Charge.

20

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M&L for cutting holes in brick walls, one brick thick wall in cement mortar for inserting hold fast and making good dismantles portion in CM 1:3 or PCC (1:2:4) type B-1 complete all as specified and directed by Engineer-in-Charge.

45

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Minor repair to aluminum joinery and making serviceable the same by meance of adjustment, greacing as necessary etc complete all as specified and directed by Engineer-in-Charge.

20

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M&L for 40 mm thick padding in roof, chajjas and similar work in PCC 1:2:4 type B0 (using 12.5mm graded stone aggregate) with WPC @ 3% by wt , making haunching if required and surface even and smooth with using extra cement complete all as specified and directed by Engineer-in-Charge.

10

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M&L for preparing new/old wall in side shaft surfaces for cleaning the fungi/algae growth by washing/scrubbing etc, including making arrangements for scaffolding and making good any damage/weak surfaces (plastering exceeding 0.5 Sqm shall be measured and paid in respective item) to match the existing surfaces and applying two coats of water proof elastomeric coating of approved make and all as per manufacturer's instructions complete all as specified and directed by Engineer-in-Charge.

33.5

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M&L preparation of newly plastered wall surfaces and applying two coats of oil bound distemper over a coat of primer complete all as specified and directed by Engineer-in-Charge.

50

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... More
M&L for preparation of newly plastered ceiling surfaces and applying two coats of oil bound distemper over a coat of primer complete all as specified and directed by Engineer-in-Charge.

25

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... More
M & L for attending to petty repair job to joinery items such as easing /adjusting of wooden /aluminium doors in-situ, fixing of hanging doors, adjustment of jammed doors, refixing of beadings, refixing of builders hardware, making good door closers etc. including necessary screws, nails, wooden plugs etc as requried at site to make the joinery functioneal complete as specified and directed by Engineer-in-Charge. Note : (i) Each repair job shall be measured as one Job. (ii) Job involving replacement of builder hardware such as handle, hinges, tower bolt, sliding door bolt shall not be measured under this item. (iii) Contractor to provide one carpenter and one helper with complete tool kits on daily basis to report to JE(Civ) at 08 30 hrs for detailment of duty complaints and resubmit the complaints slip after attending and completing complaints duly signed by the user to JE(Civ) in the evening at 5 p.m on daily basis. (iv) For non providng plumber recovery @ Rs 100.00 per hour with maximum Rs 800.00 per day.

200

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