Military Engineer Services Tender
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Costs
EMD
₹ 85,100Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_690082_1Tender No
8670/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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M&L for brickwork with sub class ‘B’ bricks straight or curved on plan exc. 6m mean radius, built in cement motar (1:6) complete all as specified and as directed.
188.4
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M&L for PCC (1:2:4) type B-0 (using 12.50mm graded stone aggregate) in coping complete all as specified and as directed.
10.87
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M&L for rendering 20mm thick in cement mortar (1:4) on fair faces of brick wall surfaces, finished even and smooth without using extra cement complete all as specified and as directed.
1252.66
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Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and as directed.
472.7
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All as per Serial item No. 7 here-in-before but add or deduct for each 25mm girth or part thereof over or under 30 cm.
236.35
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Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. complete all as specified and as directed.
17.5
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M&L for RCC M-25 (design mix) slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed.
19.25
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S&F mild steel TMT bar 10mm dia and over, cut to length, bent to shape required including cranking.bending, spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
2079.6
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S&F mild steel TMT bar 6 to 8mm dia and over, cut to length, bent to shape required including cranking.bending, spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
674.07
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M&L for reinforced concrete pipes 600mm, Class NP2, laid and jointed complete with collars complete all as specified and as directed.
20
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M&L for reinforced concrete pipes 450mm, Class NP2, laid and jointed complete with collars complete all as specified and as directed.
15
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M&L for PCC (1:3:6) type C-2 (using 40mm graded stone aggegate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid pipes of 450mm bore complete all as specified and as directed.
15
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M&L for PCC (1:3:6) type C-2 (using 40mm graded stone aggegate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid pipes of 600mm bore complete all as specified and as directed.
20
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Returning, filling in including spreading, levelling, watering and well ramming in layers not exc. 25cm as in soft/loose soil complete all as specified and as directed.
125.1
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Removing excavated material not exceeding 50m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and as directed.
465.95
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Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed.
9
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M&L for PCC (1:3:6) type C-2 (using 40mm graded stone aggregate) as in foundation, filling & mass concrete complete all as specified and as directed.
1.37
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M&L for PCC (1:3:6) type C-1 (using 20mm graded stone aggregate) in coping complete all as specified and as directed.
0.34
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M&L for rendering 15mm thick in cement mortar (1:6) on concrete solid block wall internal surfaces, finished even and smooth without using extra cement complete all as specified and as directed.
18.4
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M&L for precast RCC cover slab (1:2:4) type B-1 (using 20mm graded stone aggregate) set in cement mortar (1:4) complete all as specified and as directed.
0.55
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M&L for PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in benching, finishing even and smooth with using extra cement complete all as specified and as directed.
0.63
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M&L for PCC (1:3:6) type C-2 (using 40mm graded stone aggegate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid pipes of 150mm bore complete all as specified and as directed.
20.8
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S&F 110mm bore PVC (SWR) soil, waste and ventilating pipe, single socket, in any length with rubber ring joint fixed to walls with CI clamps complete all as specified and as directed.
3
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M&L for reinforced concrete pipes 150mm, Class NP3, laid and jointed complete with collars including all accessories and fittings complete all as specified and as directed.
20.8
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M&L for soak well of size 1.20m dia and 1.50m deep excavation in any type of soil, foundation in PCC (1:3:6) type C-2 ( using 40mm stone aggregate ) walls of honey combed masonry with top ring of M-25 concrete including intercepting chamber and screen chamber made of brick masonary in cement mortar, RCC cover slab in M25/SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size complete all as specified and as directed or as shown in drawing.
4
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M&L for onsite LLDPE septic tank designed to carry sewage for 25 users and sullage water, excavation in any type of soil, PCC (1:4:8) type D-2 ( using 40mm stone aggregate) below foundation, vent shaft, connection etc., complete with UPFLOW FILTER INCLUDING MEDIA complete all as specified and as directed. NOTE : The contract sum shall be derieved by deducting the amount shown in Schedule of Credit attached to this tender from total amount of Schedule 'A'/BOQ.
2
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