Military Engineer Services Tender
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Costs
EMD
₹ 89,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_690212_1Bid Award Id
ViewTender No
CWE/JPR/82441/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Excavation in trenches exct exc.1.5 m wide and not exc.3.00 m in depth for foundation or for shafts, walls, manholes etc not exc 10 Sqm on plan and getting out in soft/loose soil
42
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M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in foundations, filling and mass concrete
3
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M&L for brick work with subclass 'B' bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4
6
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M & L Reinforced concrete pipes,class NP-2,laid and jointed complete with collars of bore of pipes (a) 150 mm dia Pipe
40
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(b) 200 mm dia Pipe
80
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M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in bedding to drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for bore pipe all as specified and directed by Engineer-in-charge. (a) 150 mm dia Pipe
40
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(b) 200 mm dia Pipe
80
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M&L for rendering 15mm thick in cement mortar 1:4 on fair face of brick work or concrete surfaces using wpc , finished even and smooth .
20
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M&L for precast RCC 1:2:4 type B1 using 20 mm graded stone aggregate for manhole cover with finished even and Smooth with using extra cement with 8 mm dia reinforcement @ 100 mm c/c bothways and placing & set in CM 1:6 all as specified. Note : Reinforced will be measured separately.
0.25
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S&F TMT MS bar 8 mm dia , cut to length, bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including MS wire ( annealed) not less than 0.9 mm dia as specified .
35
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M&L for providing PCC 1:2:4 type B1 20 mm graded aggregate in coping and benching all as specified and directed by Engineer-in-charge.
0.3
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M&L 6mm thk MS Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment & applying anti corrosive paint,all as specified and directed by Engineer-in-charge.
40
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Supply only integral water proofing compound
5
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Cutting into existing manholes 150 mm dia, for connecting new rains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as equired
6
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Cutting into existing manholes 200 mm dia, for connecting new rains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as equired
6
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Returning,filling in, including spreading, levelling watering and well ramming in layers n.exc 25 cm in soft/loose soil.
115
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Removal of excavated soil to a distancen exc. 50m, n exc 250m and depositing where directed.
32
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