Military Engineer Services Tender
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Costs
EMD
₹ 22,000Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Ge(u)/chm-35/2024-25 Repair To Road, Road Side Berms And Road
Description
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Contact
Tender Id
2024_MES_684717_1Tender No
GE(U)/CHM-35/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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BOQ Items
M&L for Bituminous concrete (BC) 30 mm thick (consolidated thickness) layer conforming to clause 507 of MORT & H specification for road and bridge work (Fifth Revision) including cost of coarse aggregate, fine aggregate, filler, with 5.5% binder (VG-30) contents by weight of total mix, crushed aggregate of grading 2, anti stripping agent, warm mix additives (quantity, quality and grade as per the approved job mix formula) etc, cleaning and pre-heating of the mineral aggregate, filler & bitumen of specific temprature throughly mixing with binder of specified bitumen content, anti stripping agent, warm mix additives as per mix design in hot mix plant (batch type) of 100-120 TPH capacity, carrying the hot mixed material by means of tipper, trucks or any other approved and suitable arrangement.
200
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Laying the hot premixed materials over the prepared surface by means of mechanical paver finisher including manual operation as and when required for proper grade, including level camber through rolling with power roller 8 to 12 tonnes smooth wheeled, vibratory and tandem roller with necessary hand packing and pinning to give an even surface including running expense of all plants and machineries, inclusive of proper traffic control during laying to the satisfaction of Engineer-in- Charge, carrying out required quality control tests at required interval etc complete all as specified and directed.
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Note:- (i) The contractor shall quote the rate against item considering 5.5% VG-30 bitumen content. Job mix formula as per clause No. 505.3 & 507.3 of MORT&H specification for road and bridge work (Fifth Revision) for bituminous concrete shall be got designed from NIT/CTL/Govt Engg college/ NABL approved lab and shall be got approved from GE in writing well before commencement of work without any financial effect to the department. Also the bitumen content shall not be less than 5.4% weight of total mix as per clause 507.2.5 of MORT&H specification (Fifth Revision).
(ii) The cost of materials, transportation, Job mix formula from lab and testing charges for various tests as required are including in the unit rate quoted rate by contractor.
(iii) Cost of filler i.e. rock dust, hydrated lime or cement is deemed to be included in unit rate.
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(iv) If qty of binder contents is less than the qty as specified in respective items of BOQ , it shall be adjusted at supply only rates of paving bitumen @ Rs 45.00 per kg and if qty of binder content is more than qty as specified is respective items of BOQ no adjustment shall be made.
(v) After spreading of mix as per clause 507.4.7 of MORT&H specification entire surface during the operation shall be rolled with road roller 8-10 tonnes (smooth wheeled) followed with vibratory road roller of 8-10 tonnes static weight, followed by finish rolling with 6 to 8 tonnes smooth wheeled tandem roller as per clause no. 507.4.8 of MORT&H specification (Fifth Revision) and the cost of the same shall be deemed to be included in the quoted rate.
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M&L for Providing, laying & Compaction of bituminious, macadam (BM) compacted thickness 50 mm conforming to clause 504 of MORT&H specification for road and bridges works (Fifth Revision) using mechanically crushed stone aggregates and granual material etc of grading II as per Table 500-7 of MORT&H specification for Road and Bridges work (Fifth revision) Premixed with bituminious binder bitumen grade VG-30 @3.5% (percent by weight of total mix) prepared in batch type Hot Mix Plant transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density complete all as specified and directed by Engineer-in-charge.
5
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M&L for 2.5 mm thick white or yellow hot thermoplastic road marking paint with 20 % of glass beads spread and laid by automatic mechanical engine driven machine , painting as in strips 10 cm wide including preparing & cleaning of road surface all as specified and directed by Engr-in-Charge
700
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Supply and fixing in repairs cat eye solar reflective type of metal body alloy of size 100mm x 100 mm x 20 mm with PAMA striplens reflector of model No DA 972.0 fixed with and MS stud of suitable size as per manufactures instructions all as specified and directed by Engr-in-Charge.
85
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