Military Engineer Services Tender
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Costs
EMD
₹ 58,500Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_690047_1Tender No
84277/C/E8Tender 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 Premix bituminous macadam of paving bitumen of VG-30 grade confirming to IS-73-2006 with 4% binder content by weight of total mix, any penetration laid /rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) complete rolling to uniform smooth surface with 8 to 10 ton power road roller complete all as specified and directed by Engineer-in-Charge.
150
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M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.25 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface as specified and directed by mechanical sprayer complete all as specified and directed by Engineer-in-Charge.
270
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M&L for Bituminous premixed semi-dense asphaltic concrete 30mm thick (consolidated thickness) in single layer with 5.5% binder (Paving bituminous VG-30 grade) content , mixed in hot mix plant using design mix and laid by mechanical paver and rolled and compacted with using 8 to 10 tonne cap vibratory power roller to achive the required compactness, camber and gradien finish complete including (cutting of edges of road straight and site clearance) etc complete all as specified and directed by Engineer-in-Charge.
270
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S&F in repairs cat eye solar two side reflective type of metal aluminium stud body alloy of size 100mm x 100mm x 20mm with PMMA strip lens reflector of Model No. DA 972.0 fixed with and including MS stud of suitable size as per manufactures instructions fixed with epoxy complete all as specified and directed by Engineer-in-Charge.
120
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S&F in repairs metal tubular dealineator 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 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed by Engineer-in-Charge. Note :- Dealineator to be of solar type as approved by GE.
24
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Demolition of concrete in ground floors and paving not exc 15cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge.
33.75
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M&L for 75 mm thick cement concrete type D-2, 1:3:6 (40mm graded crushed stone aggregate) as in sub base complete all as specified and directed by Engineer-in-Charge.
250
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M&L for 25 mm thick sand cushioning for laying of precast concrete interlocking tiles including watering and consolidation complete all as specified and directed by Engineer-in charge.
6.25
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M&L for machine pressed precast concrete inter locking paver blocks of any shape and size confirming to IS 15658-2006 of 60 mm thick M-35 grade with grey cement and no pigment complete all as specified and directed by Engineer-in charge.
250
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M&L for plain cement concrete 1:2:4 type B-1 (20mm graded stone aggregate) cast in situ kerb, benching, coping etc including necessary formwork and weathering, slightly rounded or chamfered angles and throating, set in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.
4
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Demolition of concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge.
8
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M&L for 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 5mm), including making drainage opening wherever required complete all as specified and directed by Engineer-in-Charge.
8
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M&L for marking 2 mm thick of 01 coat of painting lines, dashes, arrows, letters, zebra crossing, speed breakers etc on roads pavements and the like n exc 10 cm wide with road marking paint, white or golden yellow as per IRC pattern with thermo plastic paint of approved make and mix with 8% mica sign applicator machine, complete with traffic diversion arrangement complete all as specified and directed by Engineer-in-Charge.
120
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