Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Eprocure
Opening Date2 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 43,00,000 
Notes
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Costs

Summary

Special Repair To Entrance Gate ,rcc Pillar ,retaining Wall ,chain Link Fencing Along Md Accn Of Lane 1,2,3,4,5 And 6 At Ajay Baugh Under Ge Minniebay Port Blair

Description

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BOQ Items

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M&L for PCC 1:3:6 type C2 (40mm graded aggregate) as in foundation, filling & mass concrete including formwork complete all as specified and as directed by Engineer in charge

20

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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 as directed by Engineer in charge

4500

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M&L for 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 including dismantling of chain link fencing ccomplete all as specified and as directed by Engineer in charge Note:MS rod,flat iron and bolts shall be measured and paid seperately as "Supply only"

2100

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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 as directed by Engineer in charge

80

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Supply only TMT bars for support to chain link fencing complete all as specified and as directed Fe 410-W(Gde-E-250) quality-A complete all as specified and as directed by Engineer in charge

900

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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 as directed by Engineer in charge

566.4

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

9

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S&F Framed work such as grills,gratings, etc.. with ends of bars shouldered and/or riveted,or forged into spikes; framed ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 complete all as specified and as directed by Engineer in charge

750

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S & F Framed work as in doors or gates of angle or other section with gusset plates, rail, braces, etc, complete, drilled for fixing of steel sheeting or other concering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door gfitting (exclusive of steel sheeting or other covering , running rails and guides) and hanging , also fastening and fixing complete confirming to Fe-410 W (gde E-250) quality-A complete all as specified and as directed by Engineer in charge

1500

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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 as directed by Engineer in charge

90

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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 as directed by Engineer in charge

300

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

25

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M&L for PCC solid blcok 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

25

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Taking down cement or cement lime plaster on brick,concrete or stone walls, etc including raking out joints, hacking for key scrubbing down with water etc complete all as specified and as directed by Engineer in charge

300

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M & L for rendering 5 mm thick in cement mortar 1:4 over a backing coat of 10mm thick in CM 1:6(Total 15 mm thick) on concrete or brick masonry surfacesand finishing the top surface even and fair complete all as specified and as directed by Engineer in charge

500

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Dismantling stone slab of any description or thickness in floors aprons etc laid bedded and pointed in any mortar complete all as specified and as directed by Engineer in charge

3

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M&L for 18-20 mm thick granite work any type ,rate including cutting in curvature shape, moulding including wastage etc fixed to horizontal / vertical surfaces to wall, risers, floor complete including necessary backing screed bed / backing of 15 mm thick in CM (1:4) and pointing with white cement (1:2) using marble dust with mixture of pigment to match with shade of granite complete all as specified and as directed by Engineer in charge

30

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Excavation in trenches, n.exe 1.5 m wide and n.exc 1.5 in depth, for foundation, etc or to shafts, wells, cesepits, manholes, piers holes, ec, n.exc 10 sq.m on plan and n.exc 1.5 m in depth and getting out in hard dense soil complete all as specified and as directed by Engineer in charge

20

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M&L PCC 1:4:8 type D2 (40mm graded aggregate) as in foundation, filling & mass concrete including necessary formwork complete all as specified and as directed by Engineer in charge

3.6

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M&L for RCC Type B1 1:2:4 (nominal mix) using 20mm graded stone aggregate as in foundation including footing plinth beam, base for column including necessary formwork complete all as specified and as directed by Engineer in charge

8

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M & L for Reinforced cement concrete (nominal mix) type B1 1:2:4( 20 mm graded aggregate) in Columns, pillars, piers, posts and struts etc including necessary formwork complete all as specified and as directed by Engineer in charge

2

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M & L for Reinforced cement concrete (nominal mix) type B1 1:2:4( 20 mm graded aggregate) in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses including necessary formwork complete all as specified and as directed by Engineer in charge

5

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M & L for TMT steel bars of 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded including necessary formwork complete all as specified and as directed by Engineer in charge

1300

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All as per Item No.26 here in before but 6mm dia to 8mm dia in stirrups complete all as specified and as directed by Engineer in charge

200

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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 esistance, 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 as directed by Engineer in charge

150

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M & L for complete removal of existing treatment and Preparation of plastered wall surfaces and 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 old surfaces complete all as specified and as directed by Engineer in charge

1500

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Demolition of reinforced cement concrete of any description and in any position not otherwise specially provided for complete all as specified and as directed by Engineer in charge

15

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M&L for applying two coats of cement based paint over a coat of chalk whiting on newly plastered surface of wall including preparation complete all as specified and as directed by Engineer in charge

200

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M & L for Preparation of old steel surfaces exc. 10cm width and girth and applying one coat of synthetic enamel paint complete all as specified and as directed by Engineer in charge

200

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M&L for providing and fixing 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

750

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S & F Fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc complete all as specified and as directed by Engineer in charge

20

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M & L for writing letters or figures (Block , Roman , Italic or Indian) n exc 30 cm high complete all as specified and as directed by Engineer in charge

50

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Demolition of Concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engineer in charge

42

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M& L for Machine pressed precast conctete interlocking paver block with grey cement and no pigment any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade complete all as specified and as directed by Engineer in charge

220

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M & L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed by Engineer in charge

11

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M&L for 100mm thick PCC (1:3:6) type C-2 (40 mm graded stone aggregate) as in sub-base complete all as specified and as directed by Engineer in charge

220

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M&L for 100mm thick PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in floor/hard-standing/path finished even and smooth without using extra cement complete all as specified and as directed by Engineer in charge

200

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M & L Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ thickness of concrete slab 150 mm thick complete all as specified and as directed by Engineer in charge

6

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M&L for Coloured Non-skid/matt finish Ceramic tiles 7 to 8 mm thick exc. 0.06 sqm but n.exc 0.11sqm area of each tiles in floor/ steps etc set and jointed in neat cement slurry and pointed in coloured cement to match as in floor over and including 15mm thick screed bed in CM (1:4) complete all as specified and as directed by Engineer in charge

45

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