Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date27 Aug 2022
Closing Date17 Oct 2022
Tender Amount₹ 22,30,000 
Notes
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Costs

Description

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BOQ Items

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150mm thick two layers each of 75mm thick layer (compacted thickness) water bound macadam with coarse aggregate (Granite, trap or basalt) of grading-3 (50mm to 20mm size) blinded with stone screening type ‘A’ spread, rolled with 8 to 10 tonne power road roller or using pneumatic power roller with vibratory systems , hollows made to form true surface and consolidated to required gradient and camber complete all as specified and directed.

185

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M&L for preparing of unsurfaces water bound macadam 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 VG-10 with paving bitumen @ 10 kg per 10 Sqm of road surface and laying rolling consolidating bituminous premix ashpaltic semi dense concrete (VG-30) 40mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient complete and rolling to uniform smooth surface with 8 to 10 ton power road roller or using pneumatic power roller with vibratory systems all as specified and directed.

185

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M&L pre-cast cement concrete kerb blocks machine made (1:2:4) type B1 of size 300mmx100mmx200mm using 20mm graded stone aggr set in cement mortar 1:6 on side of road including necessary excavation and embedding in ground to the required depth as directed and temping around after filling earth and removing surplus soil to a distance n exc 50m complete all as specified and directed.

3.2

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Excavating in trenches not exc 1.5 m wide and not exc 1.5m in depth as in soft/loose soils complete all as specified and as directed by Engineer-in Charge.

3.7

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Returning filling in including, spreading, levelling, watering and well ramming in layers not exc 25 cm soft/loose soils complete all as specified and as directed by Engineer-in Charge.

1

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Removing excavated material (Soils) exc 50 m but not exceeding 100m & depositing where directed at level not exc. 1.5 M above the starting point .

2.2

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M& L for 450 mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars and complete all as specified.

8

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M & L for Brickwork with subclass `B' bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 complete as as specified .

1.5

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M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even smooth without using extra cement

10

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M&L for Cement concrete type E2 , 1:5:10 (40mm graded aggregate) as in foundation and mass concrete.

0.84

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