Military Engineer Services Tender
View complete overview of Goa MES Tender
Costs
EMD
₹ 38,400Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_MES_502015_1Bid Award Id
ViewTender No
85523/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
M&L for 150mm Soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber all as specified and as directed.
38
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M&L for 15cm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to required gradient and camber all as specified and as directed.
38
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-
M&L for preparing surfaces (unsurfaced water bound macadam) 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 complete all as specified and as directed.
31
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-
M&L for preparing surfaces (black top 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
31
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-
M&L for applying paving bitumen (VG-10) evenly as priming/tack coat with bituminous primer at 10 kg per 10 sq metre all as specified and as directed.
31
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-
All as per item No.8 here in beore, but at 5kg per 10 sqm all as specified and as directed.
31
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-
M&L for Premix bituminous,macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 50mm ) with binder content 4% by weight of total mix all as specified and as directed.
15.5
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-
M&L for Bituminous premix asphaltic dense concrete 40mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient complete all as specified and as directed.
31
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-
Returning, filling in with approved earth obtained from excavation including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/disintegrated rock all as specified and as directed.
22
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-
Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed at a level n exc. 1.5 m above the starting point in soft disintegrated rock all as specified and as directed.
100
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-
Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base(Material obtained from item No.2 is used for forming embankments) all as specified and as directed.
40
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-
M&L for Moorum/Red bajri with spread thickness 100mm as in berm spread, rolled and consolidated to gradient and camber required all as specified and as directed.
10
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-
Supplying and laying hot thermoplastic compound including reflectorizing glass beads at 250gms per sqm area of thickness 2.50mm exclusive of surface applied glass beads as per IRC 35,the finished surface to be levelled uniform to make free from streak and hole etc as per MoRTH specification all as specified and as directed.
10
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-
M&L for surface dressing n exc15 cm deep in hard/dense soil all as specified and as directed.
252
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-
M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering all as specified and as directed.
151.2
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-
M&L for hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface all as specified and as directed.
37.8
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-
M&L for 100mm thick PCC type D-2, 1:4:8 using 40mm graded stone aggregate as in sub base all as specified and as directed.
252
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-
M&L for 80mm thick Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and as directed. Note : Sand cushioning shall be measured and paid separately.
252
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-
M&L for sand cushioning under floors in foundation including watering and consolidation all as specified and as directed.
12.6
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-
Material and labour for PCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as in coping including necessary form work all as specified and as directed.
2
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-
M&L for Pre-cast cement concrete type C1 (1:3;6) block masonry with solid blocks, exc. 10 cm in width and setting in mortar (1:4) complete all as specified and as directed.
28
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-
M & L for 15 mm thick rendering on fair faces of concrete in cement mortar 1:4 finish the surface even & smooth without using extra cement complete all as specified and as directed
85
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-
M & L for preparation of new plastered surfaces on wall and applying two coat of cement base paint all as specified and as directed.
85
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-
M&L for Cement concrete 1:4:8, type D2 as in foundations, filling and mass concrete all as specified and as directed.
6
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-
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