Military Engineer Services Tender
View complete overview of Meghalaya MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Oct 2024
Closing Date16 Nov 2024
Tender Amount₹ 31,30,000
Costs
EMD
₹ 63,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_680254_1Bid Award Id
ViewTender No
8828/SHL/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
Material and labour for applying evenly a priming / tack coat with bituminous primer @ 5 kg per 10 sqm using with paving bitumen (VG 10 Grade) all as specified and directed.
208.6
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Material and labour for applying evenly a priming / tack coat with bituminous primer @ 10 kg per 10 sqm using with paving bitumen (VG 10 Grade) all as specified and directed.
27.4
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-
Material and labour for providing bituminous premixed carpet 40 mm consolidated thickness with 0.54 cum of stone chipping mixed with 29.20 Kg of binder (paving bitumen of grade VG-30) per 10 Sqm, mixed in automatic hot mix plant, rolled and compacted to required camber and gradient etc. complete all as specified and directed.
236
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-
Material and labour for liquid seal coat using paving bitumen (VG 30 grade) @ 9.8 Kg per 10 Sqm, blinded with 6.3mm size of stone chipping @ 0.09 Cum per 10 Sqm and rolled with 8 to 10 tonne power roller to uniform fair surfaces complete all as specified and directed.
236
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-
Material and labour for preparing bituminous surfaces of road and marking 2mm thick centre lines stop line dashe arrow etc and the like not exceeding 10cm wide on road pavement 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.
140
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-
Material and labour for preparing bituminous surfaces of road and marking 2.5mm thick centre lines stop line dashe arrow etc and the like not exceeding 10cm wide on road pavement 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.
30
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-
Supply and fix in repair metal tubular delineator made out of ABS round fitted with 2 Nos 65 mm bore highly reflective reflectors made out of PMMA and mounted on 45/50mm bore mild steel pipe of 600mm 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 (150x150x300mm) type B1, (using 20mm graded stone aggregates) complete all as specified and directed.
43
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-
Supply and fix in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striple reflector of model No. DA 972 fixed with and including MS stud of suitable size as per manufacturers instructions complete all as specified and directed.
460
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-
M&L for 200mm thick soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed.
27.4
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-
M&L for 10cm thick (compacted thickness) WBM with coarse aggregates of grading 1 (90 to 40mm size) using granite, trap or basalt, spread, rolled and consolidated to gradient and camber required complete all as specified and directed.
21.4
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-
M&L for 150mm thick (compacted thickness) WBM in two layers 75mm each with coarse aggregates of grading 1 (90 to 40mm size) using granite, trap or basalt, spread, rolled and consolidated to gradient and camber required complete all as specified and directed.
6
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-
Preparing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc
6
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Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and directed.
69.5
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Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed.
60
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-
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