Military Engineer Services Tender
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Costs
EMD
₹ 71,620Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Cwe/ggn/gt-05/2024-25 Repair/ Replacement Of Road And Road Furniture For Af Stn Arjangarh Under Ge (af) Gurgaon
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_659119_1Bid Award Id
ViewTender No
CWE/GGN/GT-05/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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M&L for preparing unsurfaceed water bound macadam by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly priming tack coat with Bitumen Primer using paving bitumen of VG-10 @ 10 kg per 10 sqm complete all as specified and as directed.
190
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M&L preparing black top surface by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with mechanical air compressor to remove all loose dirt and applying evenly a priming/tack coat with bituminious primer of grade VG-10 at 5 kg per 10 Sqm over surface complete all as specified and as directed .
710
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M&L 30 mm thick consolidated thickness Bituminous Premixed semi dense ashphaltic concrete using combined graded aggregate ie crushed stone coarse aggregate, fine aggregate (sand) and fille (inherent filer/OPC 43 grade) of physical properties as specified and as per table given (refer SSR Part-I 2009), preheated mixed with 5.5% binder (VG-30) content by weight of total mix, laid and spread means of self propelling mechanical spreader/paver, rolled and compacted to required camber and gradient with VIBRATORY ROLLER COMPACTOR 8-12 tonn complete all as specified and as directed.
Note:- (a) The job design formula shall be got down from The mix design tests shall be carried out only in SEMT wing/Govt approved lab/National test House/Engineering College as approved by the GE before commencement of work.
(b) As a result of job mix formula, if quantity of binder content works out to be more than 5.5% than no extra payment shall be made to the contractor and in case its quantity works out be less than 5.5% than minimum binder content of 5.5% givne herein above shall be provided. (c) The premix semi-dense asphltic concrete shall be procured form computerized hot mix plant as approved by GE.
(d) The vintage of sensor paver shall not be more than 05 years
720
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M&L for applying 2 mm thick thermoplastic compound on black top surface or existing painted surface of thermoplast fluorescent paint colour white or golden yellow or any other shade confirming to BS standard 3262 with 20% glass bed (inter mixed) applied hot with automatic (commercial) machine drive in strips after preparation of surface as per manufacturer's instructions & according to the speifications laid down by IRC & MOST (Ministry of Surface & transport) - specification 2001 (4th revision) making lines, brocken lines/dashes, arrow etc on road and other like surface exceeding 10 cm but not exceedig 30 cm in width or girth complete all complete all as specified and directed
550
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M&L in repair metal tubular delinator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted o 45/50 mm mild steel pip[e of 600 mm height duly powder coated and thermoplastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection inlcuding embedding in PCC 1:2:4 (150x150x300 mm) type B-1 20 mm graded aggregate complete all as specified and as directed .
12
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S&F Cat Eyes of aluminium alloy body solid of size 110 x 120 x 20 mm with PAMA striplers reflectors fixed on the road by using and incl MS stud of suitable size model No DA-972 as per manufacturer instructions complete all as specified and directed.
45
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Demolition of Precast cement concrete kerb stone in any floors and paving not exc 15 cm thick above or below ground level complete all as specified and directed.
2.25
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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 to more than 5 mm) including making drainage opening wherevr required complete all as specified and directed.
2.25
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M&L for preparation of new concrete surface and applying two coat f sythetic enamel paint exc 10 cm girth or width not other wise described over a coat of primer all as complete all as specified and directed.
50
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Net Contract Sum will be after deducting Sch of Credit of Rs 60,000.00
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