Military Engineer Services Tender
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Costs
EMD
₹ 87,000Document 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
2024_MES_689609_1Tender No
84786/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed.
20
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Removing excavated soil exc 50 m but not exc 250m away and depositing where directed at a level not exc 1.5 m from the starting point complete all as specified and as directed.
554.75
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Rolling and consolidating formation surfaces with 8-12 ton power roller including filling in soft spots , hollows and depressions etc which occurs during rolling to required level gradient and camber etc including watering as necessary during rolling complete all as specified and as directed.
118.5
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M&L for 150mm thick (spread thickness) GSB with broken boulders or quarried stone size 100 mm to 50mm deposited spread and levelled in one layer, interstices filled, surface formed and rolled and consoldated to required gradient and camber with 8-10 tone power roller complete all as specified and as directed.
118.5
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M&L for 150mm thick (compacted thickness) wet mix macadam(WMM) in two layer(75mm each), with lime stone/ sand stone/flint/quartzite stone aggregate of grading 2 (63 to 40mm) size graded stone, spread rolled with 8 to 10 tonne power roller and consolidated to required gradient and camber complete all as specified and as directed.
118.5
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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 complete all as specified and as directed.
118.5
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M&L for Applying evenly a prime coat of cationic bitumen emulsion SS-1 confirming to IS 8887 @0.7-1.0kg/Sqm on surface of WMM /WBM as specified in table 500-3 of MoRTH specification for road and bridge works 2013 using mechanical sprayer complete all as specified and as directed.
118.5
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M&L for premix bituminous macadam 65mm thick with 4% paving bitumen by weight to total mix laid/rolled and compacted to required gradient and camper(Consolidated thickness 75mm or less) complete all as specified and as directed.
7.7
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M&L for Applying evenly a tack coat of cationic bitumen emulsion RS-1 confirming to IS 8887 @0.2-0.3kg/Sqm on bituminous surface as specified in table 500-5 of MoRTH specification for road and bridge works 2013 using with mechanical sprayer after cleaning of existing surface complete all as specified and as directed.
118.5
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M&L Bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5% binder content paving bitumen by weight of total mix,rolled and compacted by 08 to 12 ton power roller to required camber and gradient complete all as specified and as directed.
118.5
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M&L 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 opening wherever required complete all as specified and as directed.
31.5
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S&F cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufacturers' instructions complete all as specified and as directed.
30
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S&F Solar cat eyes aluminium alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instruction etc complete all as specified and as directed.
14
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M&L for preparing butuminous surfaces of road and marking 2.5 mm thick centre lines, stop lines, dashes, arrows etc. and the like n.exc 10 cm wide on roads pavemnets with hot applied thermoplastic road marking paint of approved colour conforming to BS 3262-1989 with special applicator machine all as per manufacturers' instructions complete all as specified and as directed.
450
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M&L for plain cement concrete 1:4:8 mix, Type D2 (40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and as directed.
5
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M&L for Reinforced concrete 450mm bore pipe class NP-3 laid and jointed complete with collars complete all as specified and as directed.
25
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M&L for Precast cement concrete block masonry with solid blocks, exc. 10 cm in widthin PCC 1:3:6, type C1 and setting in cement mortar 1:4, complete complete all as specified and as directed.
1.9
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M&L for plain Cement concrete 1:2:4 mix, type B-1 (20 mm graded stone aggregate) for coping/bed blocks incl weathering slightly rounded or chamfered angles and throating and incl use and waste of form work complete all as specified and as directed.
1
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M&L for Rendering 15mm thick in cement mortar 1:4 on Stone masonry surface finished even and fair without using extra cement complete all as specified and as directed.
11.5
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M&L for preparation of new plastered surfaces of wall and applying three coats of white wash complete all as specified and as directed.
11.5
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M&L for 100mm thick PCC 1:4:8 mix, type D-2 using 40mm graded stone aggregates as in sub bases of floors and pavings complete all as specified and as directed.
1215
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M&L for sand filling under floors or in foundations including watering and consolidation etc spread, levelled and rammed including watering complete all as specified and as directed.
30.38
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M&L for machine pressed precast concrete inter locking paver block with grey cement and pigment (Reflective type)in any shape and size confirming to IS-15658-2006 of 80 mm thickness M-40 grade complete all as specified and as directed.
1215
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S&F for PVC (SWR) pipe 110mm, single socketed, in any length with rubber ring joints, laid in trenches or floor complete all as specified and as directed.
7.5
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