Military Engineer Services Tender
View complete overview of Goa MES Tender
Costs
EMD
₹ 1,07,500Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_690206_1Tender No
85148/P/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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M&L Preparing existing black top surface by brushing with wire buushes for removing caked mud etc. Sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc picking gravelled macadam or bituminious macadam surface exc 50 mm and not exc 100 mm deep including removing to a distance not exc 50 m and stacking all as specified and directed.
634.6
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Repair to potholes any depth, not exceeding 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc., cutting around edges to at least 25 mm in depth, making good by applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) complete all as specified and directed
8
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M&L for applying evenly a priming/tack coat with bitumen primer @ 10 kg/10 Sqm (paving bitumen grade VG-10) complete all as specified and directed.
41
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M&L for applying evenly a priming/tack coat with bitumen primer @ 5 kg/10 Sqm (paving bitumen grade VG-10) complete all as specified and directed.
634.6
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M & L for semi dense bituminous concrete 40mm (compacted thickness) using graded cushed stone aggregate premixed with binder (paving grade bitumen VG 30 grade) @ 5.5% by weight of total mix & hydraulic lime filler, rolled the surfaces by using 8 to 10 ton capacity power roller and compacted to required camber and gradient complete all as specified and as directed Note :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Insitute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of Rs 30 per Kg.
634.6
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M & L for bituminous macadam not exceeding 75mm thickness (compacted thickness) using hot mix plant and mechanical paver with 4% binder (paving grade bitumen VG-30 grade) content by weight of total mix, rolled and compacted with power roller 8 to 10 tonnes to required camber and gradient complete all as specified and as directed.
Note :- (i) Bituminous macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be detrmiend as prt IRC 27 : 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of Rs 30 per Kg.
36.75
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M&L for adequate no of coats painting lines, dashes, arrows, letters, etc on roads pavements and the like area n.exc 10cm wide with road marking paint (thermo-plastic), white or golden yelow complete all as spd and directed
502
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M & L for moorum/red bajari filling in road side berms not exceeding 15cm thick layers
6.24
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Supply and fixing in repairs 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 manufactures instructions
310
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Demolition of Cement Concrete (un-reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level)
69.5
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M/L hard core gauge n.exc 63 mm deposited spread & levelled in layers nexc 15 cm thick watered & rammed in a true surface using broken stone or boulder
19.5
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M&L for cement concrete Type B-0 1:2:4 (12.5 mm graded aggregate) in copping, rounded or chamfered on edges and the like complete all as specified and directed.
1.21
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M&L for 100mm PCC 1:3:6 type C2 (40mm graded aggregate) in base incl dividing stripes and finishing with extra cement
635
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M&L for providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive way or light traffic, parking etc of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping etra and complete all as specified and directed
635
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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 wherever required complete.
6
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S&F in repairs ABS solar LED studs of standared size 120mm x 25-32mm, solar controller, fixing with epoxy adhesive, anchoring bolt, nail etc as per manufacture insructions etc
90
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S&F in repairs hooded safety Convex Mirrors of Dia 80 cm made of polycarbonate reflective mirrors, body is made of ABS, equipped with adjustable swivel mounting and brackets connect to a 50mm dia post of 2mtr long pole and embedded in below ground level including excavation, PCC M15 with using 20mm graded stone aggregate in foundation of size 300mm x 300mm x 450mm and making good surface complete all as specified and directed by E-in-Charge.
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