Military Engineer Services Tender
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Costs
EMD
₹ 1,15,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_691098_1Tender No
82425/95/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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M&L for repair to pot holes, any depth, not exceeding 1 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces of black top, cutting around edges at least 25mm in depth & making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) and inspected and approved before laying the premix carpet complete all as specified and directed by Engr-in-Charge.
2.5
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M&L preparing bituminous road surfaces and marking/painting lines, dashes, arrows, letters etc. on roads, pavements and the like exceeding 10cm wide, 2.5mm thick with retro reflective Thermoplastic road marking Paint of approved colour, all as per BS-3262-1989 specifications, with 8% glass beads laid in 160 degree centigrade by special applicator machine complete all as specified and directed by Engr-in-Charge.
10
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M&L preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc, and the like n.exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed by Engr-in-Charge.
434
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Supply and fix in repair solar cat eye (studs) made of aluminum daicasted body 100% water proofing design according to 65, both side reflector of size 125mm x 125mm x 25mm (shank not less than 66mm), of high efficiency Mono crystalline solar panel 2.5V/0.3 watt one Ni-Mh or Ni-ed rechargeable battery (1.2V/1600MA) consisting of six super bright LED with 10,000 to 18,000 mcd, view distance upto 1000 meters and flush road bearing capacity 10 MT, fixed in road by drilling hole and epoxy hardener etc, completed as per manufactures instructions etc. complete all as specified and directed by Engr-in-Charge.
50
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Supply and fixing in cat eye solar reflective type of metal body alloy of size 120mm x 110mm x 24mm with PMMA striplens reflector fixed with and incl MS stud of suitable size as per manufactures instructions. complete all as specified and directed by Engr-in-Charge.
75
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Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed by Engr-in-Charge.
40
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S&F PVC speed breaker of Yellow and Black colour having adequate capacity to bear load not less than 50 tons for roads at various locations of size 350x250x75mm complete all as specified and directed by Engr-in-Charge.
129
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Surface excavation not exceeding 30 cm deep and averaging 15 cm deep in soft/loose soil for repair road side berms complete all as specified and directed by Engr-in-Charge.
500
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Removing excavated material to a distance exc. 250 m but n exc. 500 m and depoditing where directed complete all as specified and directed by Engr-in-Charge.
75
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M&L for red bajri/Moorum filling, laid in layers not exceeding 15 cm thick, spread, rolled and consolidated to required gradient alongside paved roads as in berms including watering & rolling complete all as specified and directed by Engr-in-Charge.
75
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Demolition brickwork or stone masonry, built in cement mortar including all quoins, arches, pillars, etc but excluding ashlar facing, dressed stonework and precast concrete articles complete all as specified and directed by Engr-in-Charge.
82.84
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M&L for Squared rubble walling Jodhpur type regular coursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and directed by Engr-in-Charge.
82.84
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Extra over item No. 15 for hammer dressing to face stones with maximum depression on face from a straight edge not exc 20mm and dresing face beds and joints as specified to squared rubble walling Jodhpur type, regular coursed brought upto courses complete all as specified and directed by Engr-in-Charge.
218
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M&L for keyboard pointing to squared rubble, coursed on Jodhpur type stone masonary wall in CM 1:4. complete all as specified and directed by Engr-in-Charge.
21.8
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M&L for Cement Concrete type D-2 (1:4:8)(using 40 mm graded aggregate) in fdn, filling and mass concrete complete all as specified and directed by Engr-in-Charge.
14.55
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M&L for Cement Concrete type B-1 (1:2:4)(using 20mm graded stone aggregate) as in concrete filling/coping complete all as specified and directed by Engr-in-Charge.
9.22
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Demolition of Cement Concrete in ground floors and pavings n exc. 15cm thickness (below orabove ground level) complete all as specified and directed by Engr-in-Charge.
97
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Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed by Engr-in-Charge.
970
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed by Engr-in-Charge.
21.83
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M&L for 100mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base of flooring complete all as specified and directed by Engr-in-Charge.
970
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