Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Dec 2024
Closing Date22 Jan 2025
Tender Amount₹ 1,44,63,000
Costs
EMD
₹ 2,19,630Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_689132_1Tender No
81937/W/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
SPECIAL REPAIR TO PERIMETER ROAD AND MARRIED ACCN ROAD AT ESTATE AREA AT MIL STATION CHHEOKI UNDER GE (WEST) PRAYAGRAJ.
BOQ Items
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M&L for 75 mm thick (compacted thickness) WBM, with granite, trap or basalt coarse aggregate of grading 2(63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller, complete all as specified.
20
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M&L for preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air blower to remove all loose dirt/foreign materials and applying evenly a priming tack coat with bituminous primer (Viscosity of Bitumen primer of Grade VG-10) at the rate of 10 Kg per 10 Sqm of surface,complete all as specified and as directed.
20
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M&L for bituminous premix semi dense asphaltic concrete 40 mm consolidated thickness with 5.5 % binder content by weight of total mix (Viscosity Grade Paving Bitumen of Grade VG-30) and filler as per IRC-95, 1987 (filler) prepared in hot mix plant, laying by mechanical paver, rolled and compacted to required camber and gradient to uniform smooth surfaces using with 8 to 12 tonne power roller, complete all as specified and as directed.
20
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Preparing existing black top bituminous surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air blower to remove all loose dirt/foreign materials and applying evenly a priming tack coat with bituminous primer (Viscosity of Bitumen primer of Grade VG-10) at the rate of 5 Kg per 10 Sqm of surface, complete all as specified and as directed.
2145
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M&L for bituminous premix semi dense asphaltic concrete 30 mm consolidated thickness with 5.5 % binder content by weight of total mix (Viscosity Grade Paving Bitumen of Grade VG-30) and filler as per IRC-95, 1987 (filler) prepared in hot mix plant, laying by mechanical paver, rolled and compacted to required camber and gradient to uniform smooth surfaces using with 8 to 12 tonne power roller, complete all as specified and as directed.
2145
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M&L for premix bituminous macadam with broken stone graded aggregate with 4% of paving bitumen binder of viscosity grade VG-30 grade by weight of total mix (Consolidated thickness 75mm or less), laid / rolled and compacted to required gradient and camber using power roller 8 to 12 tonne, complete all as specified and directed.
187
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M&L for Marking lines, dashes arrows etc of any description nexc 10cm width/girth on road surface with retroreflective colour paint using hot applied thermo plastic road marking paint mixed with radium glass beads @ 250 gms/sqm of 2.5mm thick in layer with automatic paint applicator machine fitted with profiles shoe, glass beads dispenser, propane tank & profile shoe heater driven by experienced operator to provide reflectivity and night vision (approximate temperature being 200° Celsius at the time of laying) including cleaning the surface by removing all dirt, dust & all other foreign matters, demarcation at site and traffic control, complete all as specified & directed.
1200
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Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil, complete all as specified.
840
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M&L for Cement concrete (1:2:4) using 12.5mm graded crushed stone aggregate as in kerbs rounded or chamfered on edges and the like including weathering, slightly rounded or chamfered angles and throatings etc.including necessary form work complete all as specified and directed by Engineer-in-Charge.
130
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Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth for foundation etc or for shafts, wells,cesspits, man holes, pier holes etc not exceeding 10 sqm on plan and not exceeding 1.5m depth and getting out in soft/loose soil, complete all as specified.
63
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M&L for 100mm thick PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in sub base to flooring/path etc, and finishing the surface even and fair, complete all as specified and directed.
1680
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M&L for Chequered/endura cement concrete coloured tiles 300x300x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigment to match shed of tiles, laid over and including 15mm thick screed bed in CM 1:6,complete all as specified and directed.
1680
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M&L for Hard core of broken stone/boulders of gauge n exc 63mm deposited spreed and levelled in layers n exc 15cm thick watered and rammed to a true surface, complete all as specified.
168
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S&F 100mm unplasticised PVC pipes of pressure rating 10 kgf /cm² laid in trenches as drain pipe, complete all as specified and directed.
231
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Removing excavated material (soil) from site to distance exceeding 250m and not exceeding 1.5km depositing where dircted at a level not exceeding 1.50m above the starting point, complete all as specified and directed.
315
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