Military Engineer Services Tender
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Costs
EMD
₹ 41,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_672584_1Bid Award Id
ViewTender No
8889/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
Taking down cement or cement/lime plaster, any description on brick or stone walls, etc. including raking out joints, hacking for keys, scubbing down with water, etc. including all necessary scaffolding as required and rubbishing off the premises, etc. complete all as specified and as directed
250
-
-
Demolition and breaking up drain pipes of internal dia 100/110mm (salt glazed stone ware, AC or reinforced concrete) set in cement mortar including PCC haunching complete all as specified and as directed
6
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-
Demolition and breaking up drain pipes of internal dia 150mm (salt glazed stone ware, AC or reinforced concrete) set in cement mortar including PCC haunching complete all as specified and as directed
6
-
-
Demolition and breaking up drain pipes of internal dia 300mm (salt glazed stone ware, AC or reinforced concrete) set in cement mortar including PCC haunching complete all as specified and as directed
6
-
-
Demolition of brickwork or stone / boulder masonry, built in cement mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concrete articles and disposing off complete all as specified and as directed
80
-
-
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundations, manholes, etc. or for laying cables/pipes, erecting poles, etc. not exceeding 10sqm on plan and getting out in soft / loose soil complete all as specified and as directed
6
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-
Returning, filling in, including, spreading, leveling, watering and well ramming in layers not exceeding 25cm deep as in any type of soil complete all as specified and as directed
2.2
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-
Removing excavated materials to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point in any type of soil including spreading in low lying area and leveling complete all as specified and as directed
3.8
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-
M&L for mild steel TMT bars grade Fe-500D, 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed
365
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-
M&L for mild steel TMT bars grade Fe-500D, 8mm dia, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed
82
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-
M&L for mild steel TMT bars 6 to 8mm dia as in stirrups, spacers and binders securing with clips complete all as specified and as directed
160
-
-
S&F framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar works conforming to Fe-290 grade E-165 complete all as specified and as directed
150
-
-
M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, RCC drain side walls and similar work, vertical or to batter for rough finished surfaces complete all as specified and as directed
12
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-
M&L for formwork to sides and soffits of floor or roof beam, beam haunching, girder, lintels, cantilever, shelves including supports, etc. for rough finished flat surfaces of concrete complete all as specified and as directed
4
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-
M&L for providing RCC (nominal mix) 1:2:4 type B1 using 20mm graded aggregates as in beams, cantilevers, lintels, etc. over 1.5m long complete all as specified and as directed
Note: Reinforcement steel will be measured separately under respective items herein
1
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-
M&L for providing RCC (nominal mix) 1:2:4 type B1 using 20mm graded aggregates as in drain walls, ballast walls, etc. incuding attched pillasters, butresses, etc. complete all as specified and as directed
Note: Reinforcement steel will be measured separately under respective items herein
6.9
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-
M&L precast RCC (nominal mix) 1:2:4 type B1 using 20mm graded aggregates as cover in slabs, set in CM 1:4 complete all as specified and as directed
Note: Reinforcement steel will be measured separately under respective items herein
5
-
-
M&L for 75mm thick plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregates) as in sub-bases for floors, complete all as specified and as directed
80
-
-
M&L for plain cement concrete 1:4:8 (type D-2) using 40mm graded stone aggregate as in foundations, mass concrete, etc. complete all as specified and as directed
6.5
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-
M&L for 100mm thick cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate ) as in path, hard standing, floors, etc. finished even and fair without using extra cement complete all as specified and as directed
80
-
-
M&L for plain cement concrete 1:3:6 (type C-1) using 20mm graded stone aggregate as in beds of drains, surface channels, foundations of manholes, etc. complete all as specified and as directed
9
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-
M&L for extra in forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc. complete all as specified and as directed
Note: Inner girth shall only be measured
190
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-
Add or deduct for each 25mm girth or part thereof over or under 30cm (for adjustment in girth in item No. 25 hreinabove)
50
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-
M&L for plain cement concrete 1:2:4 type B-0 (using 12.5mm graded stone aggregates) as in coping, benching, etc. including neccessary formwork complete all as specified and as directed
2
-
-
M&L for plain cement concrete 1:3:6 (type C-2) using 40mm graded stone aggregate for bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 300mm dia drain pipes complete all as specified and as directed
6
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-
M&L for plain cement concrete 1:3:6 (type C-2) using 40mm graded stone aggregate for bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150mm dia drain pipes complete all as specified and as directed
6
-
-
M&L for plain cement concrete 1:3:6 (type C-2) using 40mm graded stone aggregate for bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 110mm dia drain pipes complete all as specified and as directed
6
-
-
M&L for brickwork with sub-class 'B' bricks, straight or curved on plan exceeding 6m mean radius built in CM (1:6) complete all as specified and as directed
42
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-
--all as per item No. 31 but except bricks
Note: Retrieved serviceable bricks from demolition shall be used under this item
3
-
-
M&L for brickwork with sub-class ‘B’ bricks in brick-on-edge walls (less than ½ brick thick), built in CM (1:4) complete all as specified and as directed
50
-
-
M&L for brickwork with sub-class 'B' bricks, straight or curved on plan to any radius as in half brick thick walls built in CM (1:4) complete all as specified and as directed
270
-
-
M&L rendering 15mm thick, in cement mortar (1:4) on walls / concrete surfaces, etc. finished even and smooth without using extra cement complete all as specified and as directed
820
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-
M&L for preparation of new masonry / concrete wall surfaces and applying three coats of white wash including all necessary staging, etc. as required complete all as specified and as directed
50
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-
M&L for lifting off, suitably stacking RCC cover slabs (75 to 150mm thick) over drains from any location / position to facilitate cleaning of drains, and placing back the same after cleaning works complete all as specified and as directed
40
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-
M&L for desilting and cleaning RCC / brick drains by removing either by mechanical or manual means, the exiting slush/hardened silt/sludge/ any other hardened debris accumulated over a period and in foul conditions (debris like concrete pieces, stone boulders, hardened lime, etc.) including taking out these materials, transportation and depositing at a point within a lead exceeding 50m but not exceeding 250m, spreading, dressing and leveling the heaps to a level not higher than 1m level including all tools, tackles, equipment, labour, etc. complete all as specified and as directed
450
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-
Supply and laying reinforced concrete pipes, 300mm bore, class NP2, laid in trenches, jointed in cement mortar 1:1 with collars and making necessary connection and testing complete all as specified and as directed
6
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-
S&F PVC (SWR) pipes, 150mm bore, single socketed in any length with rubber ring joints laid in trenches, floors, etc. complete all as specified and as directed
6
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-
S&F PVC (SWR) pipes, 110mm bore, single socketed in any length with rubber ring joints laid in trenches, floors, etc. complete all as specified and as directed
6
-
-
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