Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date31 Jan 2025
Closing Date28 Feb 2025
Tender Amount₹ 1,40,00,000 
Notes
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Costs

Summary

Spl Repair To Roads Under Aor Of Age B/r-ii

Description

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Preparation of existing black top surfaces of road by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the surfaces by mechanical compressor to remove all loose dirt and applying evenly a priming/tack coat with paving bitumen VG30 (60/70 grade) @ 5kg/10 Sqm of road surface and laying bituminous premixed semi dense asphaltic concrete 30 mm thick (consolidated thickness) using binder (Bitumen VG 30,60/70 grade) contents @ 5.5 % by weight of total mix, mixed in HOT MIX PLANT and laid by using self propelled mechanical paver, rolled and compacted to required camber & gradient using 8 to 10 tonne power roller/tandem vibrating roller to achieve uniform smooth surfaces etc, complete all as specified and directed.

1790

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M&L for providing and laying 25mm thick bitumen mastic wearing course (as per specification) with industrial bitumen of grade 85/25 conforming to IS:702 prepared by using mastic cooker and laid to required level and slope including providing anti skid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 Cum per 10 Sqm and at approximate spacing of 10cm centre to centre in both directions, pressed into surface protuding 1mm to 4mm over mastic surface inculding cleaning the surface, removal of debries etc complete all as specified and directed (considering bitumen using 10.2% as per MORTH specification)

425

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M&L Thermoplastic road marking paint not less than 2mm thick, white or golden yellow in colour, conforming to BS-3262 in lines, arrow, dashes & letters applied HOT, using application unit and retroreflective glass beads @ 250 to 300 gm/Sqm to withstand vehcular traffic load, laid as per manufacturere's instructions etc complete all as specified and directed.

1000

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Supply and fixing solar road delinator 6 LEDS of colour red/yellow housed in an aluminium body LEDS solar cells battery and light sensor well projected inside polycarbonate sheet diving protected with powder wire mesh cage system mounted over 47 mm dia steel tube powder coated of length 600 mm having sheet foot of 150 x 150 CRC 118mm gauge plate and PCC 1:2:4 type B-1 (using 20mm graged crushed stone aggregate) embeded size 30 x 30 x 45cm including necessary earth work in replacement of damaged reflectors complete all as directed by Engineer-in-Charge.

200

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Supply and fixing in solar road stud having 3 LEDs of colour red/yellow/white/blue/green (as required) housed in a tough pressure die casted aluminium alloy size 125mm x 125mm of head, 20mm with built in slem nail 37mm x 37mmx55mm long for fixing with epoxy LEDsy and light censor well protected in side under tough unbreakable polycarbonate transperent sheet roof including necessary earth work in replacement of damaged/displaced.

200

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Supply and fixing dual directional reflective cat eye ABS Body casted stud 100x90x20 mm having plastic ABS strips containing retro reflective glass beeds of colour white/red/yellow fixed with specialised epoxy system adhesive or with steel zinc plated nail of dia 12 mm of lenght 120mm for fixing to road by hammering to a distance of 3.00m including necessary replacement of damaged/displaced items Make : 3M, ALCOLITE, EVERY DENNISION

200

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M&L for coloured Chequered cement concrete tiles 30cm X 30cm X 20mm thick, set, jointed & pointed in neat cement slurry in floors with grey cement and pigment over screed bed or bedding layers of mortars 15 mm thick in CM 1:6 , incl demolition of existing tiles all as specified.

900

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M&L for 75mm PCC 1:4:8: type D2 (using 40 mm graded aggregate) in floors as sub base incl demolition of existing sub base if required.

3028

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M&L for coloured machine pressed rubber moulded precast concrete interlocking (red/yellow) paver block any shape and size having glossy finish of 80 mm thickness M-40 Grade grey cement and pigment complete incl demolition of existing paver blocks all as specified and directed.

1900

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Labour only for coloured machine pressed rubber moulded precast concrete interlocking (red/yellow) paver block any shape and size complete incl demolition of existing paver blocks all as specified and directed.

228

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M&L for Sand filling under paver blocks.

110

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M&L for PCC 1:2:4 type B-1 (using 20 mm graded aggregate) in kerbs/ copings of interlocking tiles.

24

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Surface excavation n.exc (not exceeding) 30 cm deep and averaging 20cm deep and getting out in hard soil.

700.05

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M & L precast cement concrete set in cement mortar 1 : 4 type B1, 1:2:4, (using 20mm graded aggregate) in kerb stone block one side chamfered.

7

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Preparation of newly painted surface of concrete /kerb stones/ of any discription exc 10cm width or girth and providing two coat of synthetic enamel/Reflective paint complete all as specified and directed

40

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M&L preparation of external treated/ untreated surfaces of concrete/ kerb stone, facias, cornices etc by removing all scale, loose material dust etc & appyling two coat of weather proof anti fungal (Apex) paint over a coat of wall care putty and applied as per manufactured instruction incl necessary repair with cement mortar complete all as specified.

60

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Repair to potholes (Independent) any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) but making good by applying tack coat at 5 kg per 10 sq m. putting in premixed semidence ashfaltic concrete, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply or premixed ashphaltic concrete, binder and chippings), depth of potholes exc 30mm, complete all as specified and direected.

16.2

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Cutting of existing roads for laying of under ground cable and making good to disturbed surface as per existing specifications not exceeding 0.9 mtr in depth all as specified and as directed.

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