Military Engineer Services Tender
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Costs
EMD
₹ 71,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_MES_693872_1Tender No
CWE/ASR-56/2024-25Tender 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 unsurfaced water bound macadam by brushing with wire brushes for removing cakes mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt and applying evenly a priming/tack coat with primer using paving bitumen VG-10 at 5.5 kg per 10 sqm on the surface complete, all as specified and directed.
5.3
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Material and labour existing water bound macadam by brushing with wire brushes for removing cakes mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt and applying evenly a priming/tack coat with primer using paving bitumen VG-10 at 10 kg per 10 sqm on the surface complete, all as specified and directed.
10
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Material and labour for repair to pot holes not exceeding 1 sqm each including sweeping free from dust or mud or water, scoring sunken surfaces in road, path etc cutting around edges to at least 25mm in depth and making good the surfaces by applying a priming/tack coat with bituminous primer (VG-10) @ 5 Kg per 10 Sqm and putting in premixed bituminous macadam and well rammed to a uniform surface and sealed with binder 9.8Kg per 10 Sqm paving bitumen (VG-30) , blinded with 0.09cum of stone chipping 6.3mm size per 10 Sqm to match/join the existing road surface including supply of premixed macadam, binder and chippings , complete all as specified.
Note :- Material for premixed bituminous macadam shall be mixed in hot mixing plant.
5
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Material and labour for preparaton of bituminous surfaces of roads and marking 2.5mm thick centre lines, stop lines dashes, arrows etc and the like not exceeding 10cm wide on roads pavements, with hot applied thermo plastic road marking paint of approved colour conforming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete, all as specified and directed.
60
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Supply and fixing in repair metal tubular delineator made out of ABS round body fitted with 2 Nos 65 mm 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 25mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150 x 150 x 300mm) type B1 complete, all as specified and directed.
55
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Supply and Fixing in repair cat eye solar reflective type of metal body alloy of size 100x100x20mm with PAMA striplens reflector fixed with and including MS stud of suitable size as per manufactures instruction complete, all as specified and directed. Model :- DA 972.0 of 3M or equivalent from any make specified in Appendix B to Particular Specifications.
55
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Material and labour for Surface exacavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed.
136
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Material and labour for hardcore of broken stones gauge not exceeding 63 mm deposited spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
18.15
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Material and labour for plain cement concrete( 1:4:8) type D-2 using 40mm graded stone aggregate as in sub-floors, sub-bases, floors and pavings etc complete, all as specified and directed.
9
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Material and labour for Machine pressed precast concrete interlocking paver block with Grey Cement and pigment any shape and size conforming to IS 15658-2006 of 60 mm thickness, M-35 grade over 25 mm thick Sand filling under floors or in foundations including spreading & leveling complete, all as specified and directed.
121
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