Military Engineer Services Tender
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Costs
EMD
₹ 1,01,500Document Cost
₹ 1,000Tender Fee
Refer Documents
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
2025_MES_694796_1Bid Award Id
ViewTender No
8976/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Demolition of Unreinforced Cement Concrete in ground floors and Pavings not exceeding 15cm thick [below or above ground level] complete all as specified and as directed.
55.8
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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 ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & 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 extra sand; complete all as specified and as directed.
100
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Dismantling of old Bricks edging (laid flat or on edge) laid dry complete all as specified and as directed.
0.12
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Material & labour for premixed bituminous macadam of coarse aggregate (50 to 20mm), using paving bitumen of VG-30 grade @ 4% by weight of total mix, mixed in hot mix plant and laid by mechanical paver finisher, rolled and compacted to required gradient and camber complete all as specified and directed. Note: The premixed bituminous macadam will be laid as in levelling course in sunken /damaged road patches as per site requirement.
15
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Material and labour for preparing Black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with air compressor to remove all loose dirt etc. and applying evenly a priming/ tack coat with bituminous primer @ 5 Kg per 10Sqm using paving bitumen grade VG-10 complete all as specified and as directed.
309
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Material and labour for applying evenly a priming/tack coat with bituminous primer @ 2.5 Kg per 10Sqm using paving bitumen grade VG-10 over bituminous surfaces complete all as specified and as directed.
30
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Material and labour for laying and compacting 75mm thick (compacted thickness), Wet Mix Macadam(WMM), laid in two layers, grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013, manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor pavor and rolling with vibratory roller of capacity 80KN-100KN static weight and consolidating to required gradient and camber complete all as specified and as directed.
Note- The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge Works 2013.
8
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Supply and fixing of cat eye reflective type of metal body alloy of size 110mm x 120mm x 20mm with PAMA striplens reflector fixed with and including aluminium studs of suitable size as per manufactures instructions complete all as specified and directed.
180
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Material & Labour for Road Marking Strips, Lines, Dashes, Arrows, Letters etc of 1.5 mm thick [Reflective Type] of approved colour conforming to BS 3262-1989 on roads, pavements and the like not exceeding 10cm wide with Hot Thermo Plast material by fully automatic thermoplastic paint applicator machine, fitted with profile shoe, glass beads dispenser, propane tank heaters and profile shoe heater, driven by skilled operator on road surface complete as per MoRT & H specifications including cleaning the road surface of all dirt, scales, oil grease and foreign materials etc complete all as specified and as directed.
1660
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Material & Labour for laying Bituminous Premixed Semi Dense Asphaltic Concrete, 40 mm consolidated thickness, using paving bitumen of Grade VG – 30, with 5.5% of binder content by weight of total mix using Hot Mix Plant and Mechanical Paver finisher, rolled and compacted with power road roller of 8 to 12 ton capacity to required camber and gradient complete all as specified.
Note: Minimum Bitumen content shall be 5.5% as specified here in above. Please note that if the actual quantity of bitumen to be incorporated on approval of Mix–Design is found more than the minimum bitumen content specified above, No price adjustment shall be made for actual bitumen content of Mix–Design. Bitumen shall be Paving Bitumen of Grade VG–30 and shall be procured by the contractor. M/x-Design shall be approved by GE.
335
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Material and labour for PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in coping including formwork complete all as specified and as directed.
2.5
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Material & Labour for 100 mm thick, PCC 1:2:4, Type B-1, using 20mm graded stone aggregate as in Paving / path etc, surface finished even and smooth with out using extra cement complete all as specified and as directed.
164
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Material and labour for preparing WBM surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming/ tack coat with bituminous primer @ 10 Kg per 10Sqm using paving bitumen grade VG-10 complete all as specified and as directed.
26
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Material & Labour for providing Precast Cement Concrete Kerb Stones, Dividers and similar articles with or without chamfered angles and flat, splayed, rounded or mitred tops Type, B1, 1:2:4, using 20mm Graded Aggregate, including all mouldings, set in Cement Mortar 1:6 including necessary earthwork excavation complete all as specified and as directed.
0.1
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Material & Labour for 100 mm thick, PCC 1:3;6, Type C-2, using 40 mm graded stone aggregate as in sub base complete all as specified and as directed.
264
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Material and labour for laying and compacting 150mm thick (compacted thickness), Wet Mix Macadam(WMM), laid in two layers of 75mm each grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013, manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor pavor and rolling with vibratory roller of capacity 80KN-100KN static weight and consolidating to required gradient and camber complete all as specified and as directed.
Note- The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge Works 2013.
18
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Surface dressing in road side berms n.exc. 15cm depth in soft / loose soil, depth and removing rubbish upto a distance n.exc. 50 m all as specified and directed.
200
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