Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Jan 2025
Closing Date3 Feb 2025
Tender Amount₹ 65,00,000
Costs
EMD
₹ 1,22,500Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_692052_1Tender No
84387-K/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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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.
120
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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.
120
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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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Demolition of cement concrete in ground floor and paving not exceeding 15cm thick below or above ground level un-reinforced, complete all as specified and directed by Engr-in-Charge.
140.6
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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.
430
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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.
600
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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.
40
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Material and Labour for machine pressed precast concrete interlocking paver block glossy finish, any shape & size with grey cement & pigment conforming to IS 15658-2006 of 60 mm thickness M-35 grade, complete all as specified and directed by Engineer-in- Charge.
470
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Ditto all as per item No 11.00 here-in-before but 80mm thickness M-40 grade, complete all as specified and directed by Engr-in-Charge.
250
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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.
36
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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 be 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.
8
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Material and Labour for applying two coats of synthetic enamel paint (ordinary tint) on newly plastered 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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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 VG10 @ 5kg/10Sqm, 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.
20
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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.
760
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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.
760
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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.
760
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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.
36
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Supply and Fix in repair 800m to 1000mm dia convex mirror for visibility and fixed with 75mm dia GI pipe medium grade ISI mark (height of pipe not less then 1.50 metre from ground level) & embedded in post holes, (size 200mm x 200 mm x 400mm) in PCC 1:3:6, type C-2 (using 40 mm graded crushed stone aggregate) & including earth work & excavation, RFR etc., complete all as specified and directed by Engr-in-Charge.
6
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Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA strip lens reflector of model No. DA 972.0 fixed with 12mm dia 120mm long MS stud over epoxy screed of suitable size confirming to IRC 67-1977 having capacity of 40 tonnes as per manufactures instructions, complete all as specified and directed by Engr-in-Charge.
150
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Supply and Fix in repair solar studs of size 125x125x25mm made from aluminium alloy and construction. Solar powered by nanocrystal solar panel, type of battery rechargeable minimum 2.5V, 500MAH, LED both sides (3 each side) display colour red, visual distance approx 800 metre in working temperature (10 degree to 70 degree centigrade) with starting intensity 300 Lux to 600 Lux. Minimum approx weight 900 gms, water resistance made up high compressive material can sustain over 10 tonnes with one year replacement warranty, complete all as specified and directed by Engineer-in-Charge.
80
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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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