Military Engineer Services Tender
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Costs
EMD
₹ 1,09,000Document 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
2024_MES_680449_1Bid Award Id
ViewTender No
8991/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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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 gunny bags 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.
361
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Material and labour for premix bituminous macadam (using paving bitumen VG-30) laid / rolled and compacted to required gradient and camber (consolidated thickness 75mm or less), rolled with 8 to 12 tonne vibratory power roller complete all as specified and as directed.
Note :- Binder content, paving bitumen VG-30 shall not be less than @ 4.0% by weight of total mix. All materials are prepard by hot mix plant.
55
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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.
110
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Material and labour for applying premixed bituminous carpet, 40mm consolidated thickness with 0.54 Cum of stone chippings mixed with 29.2 Kg of binder (using paving bitumen VG-30), rolled with power roller 8 to 12 tonne to required camber and gradient complete all as specified and directed.
25
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Material and labour for liquid seal coat applying evenly binder @ 9.80Kg per 10 Sqm using paving bitumen of grade VG-30 blinding with 6.3mm size stone chippings @ 0.09 Cum per 10Sqm and rolled to required camber and gradient with power roller 8 to 12 tonne complete all as specified and directed.
25
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Material and 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. Mix-Design shall be approved by GE.
342
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Dismantling of old Bricks edging (laid flat or on edge) laid dry complete all as specified and as directed.
0.92
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Material and labour for Continuous brick edging with width equal to the depth of the brick, laid dry on end at the required angle complete all as specified and as directed.
80
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Material and labour for Road Marking Strips, Lines, Dashes, Arrows, Letters etc of 2.5 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.
1950
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Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector fixed with and incl MS stud of suitable size as per manufactures instructions and including taking down off old cat eye complete all as specified and as directed.
226
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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.
280
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Material and labour for Moorum / Red Bajri filling under Floors or in Pavings laid in layers not exceeding 15 cm thick, spread levelled and rammed / rolled with power road roller of 8 to 12 ton capacity including watering to and consolidated to required level, gradient and camber required complete all as specified and as directed. Note: Measurements shall be taken after consolidation of earth and 10% deduction shall be made for payments.
42
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Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for and removal of rubbish from the site complete all as specified and as directed.
22
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Material and labour for 75 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.
100
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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.
50
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Material and labour for PCC 1:2:4 type B-0 (using 12.50 mm graded stone aggregate) as in coping, kneelers, kerbs, bed blocks, hold fast block, or chamfered angles and throating and the like including necessary use and waste of formwork complete all as specified and as directed.
1
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Material and labour for 100mm thick PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in paving, footpath etc and surface finished by making impression of expended metal while the concrete is green complete all as specified and as directed.
50
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