Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Eprocure
Opening Date31 Aug 2024
Closing Date28 Oct 2024
Tender Amount₹ 70,00,000 
Notes
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Costs

Description

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Excavation in hard/ dense soil as in post holes (or similar holes) each not exceeding 0.5 cum, getting out and removing surplus soil to a distance not exceeding 50 meters and making good complete all as specified and as directed by Engineer-in-charge.

740

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M&L for PCC (1:4:8) type D-2 (using 40 mm graded stone aggregates) as in foundation filling and mass concrete complete all as specified and as directed by Engineer-in-charge.

46.8

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M&L for Mild steel round bars 10 mm dia and over, cut to length, as fixed in chain link fencing along the length as required complete all as specified and as directed by Engineer-in-charge.

2550

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M&L for Rolled mild steel section such as angle iron, flats, channel, tee setion, Fe 410-W (Gde E- 250) quality A, as in fencing post and for securing chain link fencing including all necessary drilling bolting etc. and similar work complete all as specified and as directed by Engineer-in-charge.

9800

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S&F mild steel screws, bolts etc, machine made with hexagonal or square heads at one end and screwed on the other, or screwed both ends each screwed and to be fitted with washers and one hexagonal or square nuts exceeding 5 cm long but not exceeding 10 cm long, diameter of shank 5 to 10 mm complete all as specified and as directed by Engineer-in-charge.

125

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M&L for preparation of new steel surfaces not otherwise described exceeding 10 cm in width or girth and applying two coats of synthentic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-charge.

400

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

10

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Material and Labour for Framed work such as grills, gratings, railing etc. with ends of bars shouldered and/ or rivetted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 290 Gde-E-165 as in cattle trap complete all as specified and as directed by the Engineer-in-Charge.

600

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Refixing only mild steel frame work as in gates including pintol hinges, stops, hand made sliding bolt etc of ornamental and intricate design after necessary welding complete all as specified and as directed by the Engineer-in-Charge.

400

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Dismantling fencing wire mesh, any type, complete all as specified and as directed by the Engineer-in-Charge.

3500

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Supply only chain link fencing of 3.00 mm dia galvanized steel wire, size of mesh as approved by GE, complete all as specified and as directed by the Engineer-in-Charge.

5000

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Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire complete all as specified and as directed by the Engineer-in-Charge.

3500

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S&F Galvanised. 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and as directed by the Engineer-in-Charge. Note: each line wire shall be measured separately.

4

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Dismantling timber scantlings 40 sq. cm and over in section, in any position complete all as specified and as directed by the Engineer-in-Charge.

1

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Demolition of Textile coverings including frames (if any) and cover fillets (measured flat and not girthed) complete all as specified and as directed by the Engineer-in-Charge.

880

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S&F 2 mm Fibre glass reinforced translucent plain sheeting fixed with coach screws and washer in roof, wall etc complete all as specified and as directed by the Engineer-in-Charge.

450

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S&F Pre-painted galvalume aluminum 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 as directed by the Engineer-in-Charge.

430

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Taking down cement plaster on brick/ stone walls etc including raking out joints, hacking for key scrubbing down with water etc complete all as specified and as directed by the Engineer-in-Charge.

350

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M&L for rendering 15mm thick on fair faces of brick work or concrete surface in CM 1:4, surface finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.

900

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M&L for preparation of new plastered surfaces of walls and applying two coats of cement base paint, complete all as specified and as directed by Engineer-in-charge.

300

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Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specified and as directed by Engineer-in-charge.

117

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Demolition of cement concrete in ground floors and pavings not exceeding 15 cm thick (below or above GL) complete all as specified and as directed by Engineer-in-charge.

182.9

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Material and labour for brickwork with sub class ‘B’ bricks (old size bricks), straight or curved on plan exceeding 6 metre mean radius, built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-charge.

72

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M&L for Brick work with sub class ‘B’ brick, straight or curved on plan exc. 6m mean radius built in CM 1:4 but except bricks complete all as specified and as directed by Engineer-in-charge.

45

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M&L for Cement concrete type B-1, 1:2:4 (using 20mm graded stone aggregates) as in coping complete all as specified and as directed by Engineer-in-charge.

29

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Demolition of stone slabs of any description or thickness in floors/ walls, laid, bedded and pointed in any mortar etc. complete including removal of debris outside MD land complete all as specified and as directed by Engineer-in-charge.

153.8

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M&L for 75 mm thick Plain Cement Concrete (1:4:8) type D-2, (using 40 mm graded stone aggregates) as in sub base finished even and rough complete all as specified and as directed by Engineer-in-charge.

976

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S&F concrete interlocking paver block, with grey cement and no pigment, design as approved, any shape and size conforming to IS 15658-2006 of 60 mm thickness, M-35 Grade, and including laid over 25 mm thick sand cushioning, complete all as specified and as directed by Engineer-in-charge.

976

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S&F factory made rubber moulded machine pressed coloured chequered cement concrete tiles, 250 mm x 250 mm x 22-25 mm thick (with grey cement and pigments), set, jointed and pointed in neat cement slurry with grey cement with pigment to match the colour of tiles, glossy finish, laid over and including 20 mm thick screed bed in cement mortar 1:6, complete all as specified and as directed by Engineer-in-charge.

350

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Material and labour for coloured non-skid porcelain Parking tiles, exterior grade, of size 300 x 300 x 9-10 mm thick, heavy duty as in floor, set and jointed in neat slurry and pointed in coloured cement to match the colour of tiles over and including screed bed or bedding layer of 15 mm thick in cement mortar 1:4 complete all as specified and directed by Engineer-in-charge. Make: Endura from Johnson or equivalent Make mentioned in Appx 'B' as approved by GE.

200

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Materials and labour for 16-18 mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars and like in cement morter (1:4) including 10 mm thick renering in cement mortar (1:4) pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and as directed by the Engineer-in-Charge.

12

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M&L for PCC Type B-0, 1:2:4 (using 12.5 mm graded stone aggregates) as in mud stops, rounded or chamfered on edges as in Kerbs or edging to paver blocks or tiles including use and waste of from work and finishing the surface smooth complete all as specified and as directed by the Engineer-in-Charge.

2

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M&L for De-silting the drains, removal of mud, removing the grass, vegetation, shrubs etc from drain and removing the excavated soil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by the Engineer-in-Charge.

50

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M&L for PCC (1:3:6) type C-2 (using 40 mm graded stone aggregates) as in surface channels and drains complete all as specified and as directed by Engineer-in-charge.

5

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Demolition and breaking up drain pipes (Salt, glazed ware, AC or reingforced concrete) of 300/ 450mm dia, set in cement mortar complete all as specified and as directed by Engineer-in-charge.

8

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M&L for RCC pipe, 450 mm dia, class NP-2 having one coller per length of pipe complete all as specified and as directed by Engineer-in-charge.

8

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M&L for 100 mm thick Cement concrete 1:2:4, type D-2 (using 40mm graded stone aggregates) including necessary form work as in Path/ flooring, surface finished even & fair without using extra cement complete all as specified and as directed by Engineer-in-charge.

50

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