Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Jan 2025
Closing Date4 Feb 2025
Tender Amount₹ 70,00,000
Costs
EMD
₹ 1,30,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_692187_1Tender No
84388-K/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Material and Labour for Sand filling under floors or in foundations including watering and consolidation all as specified and directed by Engr-in-Charge.
31.25
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Material and Labour for 10-12 mm thick glossy finish heavy duty tiles for parking/ path etc (square / rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.36 sqm in floors etc set and jointed in neat cement slurry and jointed in white/coloured cement to match over and including 10 mm thick screed bed in cement mortar in 1:4, complete all as specified and directed by Engr-in-Charge.
150
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Material and Labour for 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 wherever required, complete all as specified and directed by Engr-in-Charge.
Note:- Incl excavation, embedded in ground with necessary PCC 1:1 1/2:3 all as specified and directed by Engr-in-Charge.
10
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Material and Labour for applying two coats of synthetic enamel paint (ordinary tint) on newly concrete surfaces of any description over 10cm girth or width not otherwise described over one coat of primer including necessary preparation of surfaces prior to painting, complete all as specified and directed by Engr-in-Charge.
150
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Demolition of pre-cast concrete block masonry built in cement mortar including all quoins, arches, pillars etc. and pre cast concrete articles, complete all as specified and directed by Engr-in-Charge.
8
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Material and Labour for pre-cast cement concrete block masonry with solid blocks, exceeding 10 cm in width in type B1 (1:2:4) and setting in cement mortar (1:6), complete all as specified and directed by Engr-in-Charge.
8
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Material and Labour for PCC 1:2:4 type B1 using (20 mm graded aggregate) as in kerbing all around of tiles, complete all as specified and directed by Engr-in-Charge.
1.35
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Material and Labour for rendering 15 mm thick on fair faces of stone or brick/concrete surfaces cement plaster in CM (1:4) , finished even and smooth without using extra cement, complete all as specified and directed by Engr-in-Charge.
115
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Material and Labour for preparation of new or previously untreated plastered surfaces of walls and applying two coats of acrylic antifungal paint exterior grade paint plain or camouflage pattern on one coat of primer, complete all as specified and directed by Engr-in-Charge.
115
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Material and Labour for PCC (1:3:6) type C1 using 20mm graded stone aggregate in coping bed black etc including necessary form work, complete all as specified and directed by Engr-in-Charge.
1
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Material and Labour for 100 mm thick, cement concrete 1:2:4 type B2 using 40 mm graded stone aggregate as in paving hardstanding and similar work, complete all as specified and directed by Engr-in-Charge.
450
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Material and Labour for cement concrete type D2 1:4:8 (40mm graded aggregate) 75 mm thick for sub base, complete all as specified and directed by Engineer-in-Charge.
775
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Material and Labour for machine cut broken stone or boulders of gauge not exc 63mm as in hard core not exc 150mm thick spread and levelled including watering & ramming, complete all as specified and directed by Engr-in-Charge.
45
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Material and Labour for moorum / red bajri filling, spreading and levelling in layer not exc 25 cm thick and well ramming including water as required as in berm of road, complete all as specified and directed by Engr-in-Charge.
70
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Material and labour for mastic asphalt 25mm thick with 10/20 grade bitumen including producing the same at computerised batch mix plant transporting the same to site by means of mastic cookers laying the same with mastic paver and including all necessary tools labour & barricading spreading of aggregates as antiskid measures by means over newly laid mastic asphalt, complete all as specified and directed by Engr-in-Charge.
810
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Material and Labour for repairs to pot holes area not exc 1 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in roads, paths etc, cutting around edges to at least 40 mm in depth and making good by applying tack coat with bitumen of grade VG 10 @5 kg/ 10 Sqm, putting in premixed bituminous macadam with bitumen of grade VG 30 well rammed, sealed with binder @9.8 Kg /10 Sqm blinded with 0.09 cum of stone chipping of 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of pot holes exc. 30 mm rolled with power road roller of 08 to 10 tonne capacity complete all as specified and directed by Engineer-in-Charge.
25
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Material and Labour for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or compressed air to remove all loose dirt etc on black top surfaces complete all as specified and directed by Engineer-in-Charge.
910
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Material and Labour for applying evenly a priming /tack coat with bituminous primer using paving bitumen of grade VG10 @5Kg/10 Sqm on existing black top surfaces complete all as specified and directed by Engineer-in-Charge.
910
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Material and Labour for bituminous semi dense asphaltic concrete 40 mm consolidated thickness with 5.5% binder content by weight of total mix of paving bitumen VG-30, rolled and compacted to required camber and gradient, mixing is carried out in computerized automatic hot mix plant laying and spreading by mechanical paver and rolled with 8 to 10 tonne power Vibromax/Tandem road roller to required level, gradient, camber and super elevation, complete all as specified and directed by the Engr -in -charge.
Note :- (i) The work shall be carried out by using sensor paver only.
(ii) The mix design shall be got done from approved lab and got approved from GE before commencement of work.
910
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Material and Labour for painting 2.5 mm thick centre lines, stop lines, dashes, arrows letters etc on roads, pavement and like by applying reflective thermoplastic paint in white/ yellow colour pattern as specified strips confirming to BS:3262 (5Kg/Sqm) with glass beads potters (250 gms) and 10 cm/15 cm wide strips on bituminous road surface and road marking (by Hot Mechanical process with Road Marking Machine) including complete removal of dust particle by wire brushes or sweeping with brooms complete all as specified and directed by Engineer-in- Charge.
650
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Material and Labour for premix bituminous macadam consolidated thickness, 75 mm or less, using 4% binder i.e. paving bitumen grade VG-30 by weight or total mix, and aggregate mixed in computerized hot mix plant, laid rolled and compacted to required gradient and camber with the help of mechanical paver and power roller 8 to 10 tonne capacity complete all as specified and directed by Engineer-in-Charge.
35
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Material and Labour for Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ , complete all as specified and directed by Engr-in-Charge.
10
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Material and Labour for Forming Contraction (Dummy) joints 50mm deep and 10mm wide, filled with sealing compound Grade 'A', complete all as specified and directed by Engr-in-Charge.
15
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