Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Road Construction
Eprocure
Opening Date14 Sep 2024
Closing Date26 Oct 2024
Tender Amount₹ 46,46,000
Costs
EMD
₹ 92,920Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_674732_1Bid Award Id
ViewTender No
CWE/RAJ-29/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
Scarifying or picking gravelled, macadam or bituminous macadam surfaces, depth not exceeding 50mm deep and area not exceeding 400sqm, stacking the serviceable material at site and removing the surplus material to a distance not exceeding 50m complete all as specified and directed.
87.5
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M&L for granual sub base of kankar or laterite, spread rolled and consolidated to gradient and camber required, spread thickness 100 mm, complete all as specified & directed.
133.5
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M& L for laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layer of 75 mm each grading as pe table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 , complete all as specified & directed.
133.5
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M&L for preparing water mix macadom surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with power sweeper or compressor to remove all loose dirt etc, complete all as specified.
221
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M&L for applying evenly a priming/ tack coat with bituminous primer using paving bitumen at 10 kg per 10 sq metre of road surface,, complete all as specified and directed.
221
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M&LProviding premix bituminous macadam ( VG-30) (consolidated thickness 75mm or less) with 4% binder content of paving bitumen (VG-30) by weight of total mix, rolled and compacted to required camber and gradient with 8 to 10 tonne power roller, complete all as specified and directed. Note:- Bituminous macadam shall be mixed in hot mix plant, transported and shall be laid in single layer with self propelled mechanical paver, rolled with vibrator roller.
Note :- (i) The job mix formula shall be approved by GE. (ii) 4.0% binder content has been specified for quoting purpose of bid. If the quantity of the bitumen exceeds the 4.0% as mentioned above, no plus price adjustment shall be made. If the quantity of bitumen required as per job mix formula works out less than 4.0%, the recovery of the supply only bitumen shall be effected @ Rs. 50/- per Kg. The cost of transportation of material and testing charges shall be borne by the contractor.
110.5
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M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with power sweeper or compressor to remove all loose dirt etc complete all as specified and directed.
221
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M&L for applying evenly a priming/ tack coat with bituminous primer using paving bitumen at 5 kg per 10 sq metre of road surface complete all as specified and directed.
221
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M&L for bituminous premix semi dense asphaltic concrete 40mm consolidated thickness with 5.5% bitumen binder (VG-30) content by weight of total mix using 20mm crushed stone aggregate, rolled and compacted to required camber and gradient with 8 to 10 tonne vibrator power roller, complete all as specified and directed. Note:- Bituminous premix semi dense asphaltic concrete shall be mixed in automatic temperature controlled hot mixing plant, transported and premix carpet shall be laid in single layer with self propelled mechanical paver, rolled with vibrator roller complete all as specified and directed.
Notes : (i) Bituminous premix semi dense asphaltic concrete shall be mixed in automatic temperature controlled hot mixing plant, transported and premix carpet shall be laid in single layer with self propelled mechanical paver, rolled with vibrator roller complete all as specified and directed.
(ii) The job mix formula shall be approved by GE. (iii) 5.5% binder content has been specified for quoting purpose of bid. If the quantity of the bitumen exceeds the 5.5% as mentioned above, no plus price adjustment shall be made. If the quantity of bitumen required as per job mix formula works out less than 5.5%, the recovery of the supply only bitumen shall be effected @ Rs. 50/- per Kg. The cost of transportation of material and testing charges shall be borne by the contractor.
221
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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 5 mm), including making drainage opening wherever required complete all as specified and directed...
36.83
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M&L for reinforced concrete pipes, class NP3, laid & jointed complete with collars, bore of pipe 300mm, complete all as specified & directed.
12
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M&L for concrete bed to 300 mm bore drain pipes including packing under, and haunching against the sides of pipes after they are laid in cement concret 1:3:6 type C-2 using 40mm graded stone aggregate, and tested, complete all as specified & directed.
12
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M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed..
613.89
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Note : The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender from amount of Schedule 'A'/BOQ
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