Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date11 Feb 2025
Closing Soon10 Mar 2025
Tender Amount₹ 42,00,000
Costs
EMD
₹ 84,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_697480_1Tender No
83991/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
Tender documents with errata and amendments
BOQ Items
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M&L for Earth work in excavation over areas by mechanical means (Hydraulic excavator) means over areas (exceeding 4.5 m but n exc 6.00 m in depth) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and as directed.
58.87
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Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in Hard/ Dense soil complete all as specified and as directed.
265.5
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Excavation in trenches, not exceeding 1.5 M wide and exceeding 1.5 M depth and not exceeding 3 M for foundation, etc., and getting out in Hard/ Dense soil complete all as specified and as directed.
300
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Excavation in trenches, not exceeding 1.5 M wide and exceeding 3 M depth and not exceeding 4.5 M for foundation, etc., and getting out in Hard/ Dense soil complete all as specified and as directed.
281.25
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Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed.
90
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Returning filling in, excavated earth including spreading, levelling, watering and well ramming in layers n.exc 25cm thick, complete all as specified and as directed.
756.75
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M&L for cement concrete 1:4:8 type D-2 (using 40 mm graded stone agg) as in foundation, filling, subbase and mass concrete complete all as specified and as directed.
8
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M&L for Brickwork with sub class ‘B’ bricks in one brick thick honeycomb walling, built in CM 1:6, complete all as specified and as directed.
20
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M&L for brick work with sub class ‘B’ bricks, straight or curved on plan exc 6 m mean radius, built in cm 1:6, complete all as specified and as directed.
92
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Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for fair finished flat concrete surfaces complete all as specified and as directed.
6.26
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Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter for fair finished square, rectangular or polygonal concrete surfaces, complete all as specified and as directed.
240
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Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for fair finished flat concrete surfaces complete all as specified and as directed.
13.14
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Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping) with fair finished flat concrete surfaces complete all as specified and as directed.
62.08
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Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 100 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 5cm but n exc 100cm wide with fair finished flat concrete surfaces complete all as specified and as directed.
42.4
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Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide with fair finished flat concrete surfaces complete all as specified and as directed.
158.58
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M&L for TMT mild steel bars 10mm dia and over,cut to length, bent to shape required, including cranking, bendin' spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mmdia or securing with clips, complete all as specified and as directed.
6000
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M&L for TMT Mild steel bars 6mm to 8mm, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed.
110
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M&L for RCC (Design mix) M-25 (Using 20mm graded crushed stone aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed.
14
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M&L for RCC (Design mix) M-25 (Using 20mm graded crushed stone aggregate) as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, complete all as specified and as directed.
42
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M&L for RCC M-25 (Design mix) (Using 20mm graded crushed stone aggregate) as in 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.
15
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M&L for Providing reinforced cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate), in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed.
5
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M&L for Providing precast reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in window or door cills, lintels, bressumers, steps, quoin blocks (for use with ma sonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling).corbels, brackets, etc. (of any section indicated), with plain fair faces, including cham fers, weatherings, throat- ing etc. and setting in cement mortar 1:4 complete with joints to match, complete all as specified and as directed.
1.5
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M&L for Providing precast reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in cover slabs (for manholes etc), shelves and similar articles with plain faces including necessary moulds and setting in cement mortar 1:4 complete all as specified and as directed.
(Note:-Reinforcement to be measured separately).
3.5
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M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished fair, even and smooth without using extra cement, complete all as specified and as directed.
400
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M&L for Preparation to new surfaces of wall and applying 3 coat of white wash complete all as specified and as directed.
200
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S&F PVC (SWR) pipes single socketed in any length with rubbering joints fixed to walls 110mm bore, complete all as specified and as directed.
10
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S&F PVC (SWR) bends any radius of bore size 110 mm complete all as specified and as directed.
2
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S&F PVC (SWR) junction single, (Single T) equal or unequal of bore size 110 mm complete all as specified and as directed.
4
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S&F PVC (SWR) pipes vent cowl of bore size 110 mm complete all as specified and as directed.
4
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S & F 75 mm bore cast iron Soil, waste and vent pipes single socketed in any length with rubber ring joints and fixed to wall complete all as specified and as directed.
3
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S & F 75 mm bore PVC (SWR) Vent Cowl complete all as specified and as directed.
2
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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 work conforming to Fe.290.Gde-E-165 complete all as specified and as directed.
70
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M&L preparation of new or previously untreated steel surfaces of any description, n.exc 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red oxide primer, complete all as specified and directed.
63.44
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S&F HDPE double wall corrugated sewage pipe of 150 mm internal bore, SN-8, ISI marked as per IS 16908 Part-II-2013 laid in trenches, jointed and tested as per manufacturer instruction, complete all as specified and directed.
940
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M&L for Concrete bed to drain pipes of nominal bore 150mm including packing under, and haunching against the sides of pipes after they are laid and tested; in Cement concrete 1:4:8 type D2, complete all as specified & as directed by engineer in charge.
940
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M&L for Loose filling with brick bats aggregates of gauge 80 to 150 mm in soakage pits, soakage wells complete all as specified
35.5
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M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering, complete all as specified and directed.
80
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