Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date11 Nov 2024
Closing Date9 Dec 2024
Tender Amount₹ 48,00,000
Costs
EMD
₹ 96,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_683282_1Bid Award Id
ViewTender No
8461/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 Plain cement concrete (1:4:8) type D-2 using 40 mm graded stone aggregate as in foundations, filling and mass concrete.
35.84
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M&L Reinforced cement concrete (design mix) M-30 using 20 mm graded stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete.
46.08
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-
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M&L Reinforced cement concrete (design mix) M-30 using 20 mm graded stone aggregates as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses.
61.82
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-
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S&F TMT bars Mild steel bars 10mm dia and over, 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.
3850
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S&F TMT bars Mild steel bars 6-8 mm dia , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.
1130
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-
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S/F PVC (SWR) pipes 110mm bore laid in any length with rubber ring joints laid in trenches and as in weep holes.
73
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M&L use and waste of timber as in 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 surfaces of concrete flat.
38.4
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M&L use and waste of timber as in 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 surfaces of concrete flat.
443.53
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-
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S&F Hand packing broken stone aggregate (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level.
0.9
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-
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard/dense soil.
71.06
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Removing excavated material esc 1.5 km and N exc 5 Km and depositing where directed
110.92
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M&L Preparing new surfaces of walls and applying two coats of cement base paint over one coat of chalk white primer all as specified.
204.8
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Spreading and levelling with approved soil obtained from excavation in layers n exc. 25 cm thick, well ramming including watering as required for filling up the rear portion of wall (excavated earth shall be used)
353.06
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-
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Dimantling of Plain or corrugated steel sheeting, or polycarbonate sheet any gauge, thickness, including Nainital or similar pattern roof coverings.(Note: Rate quted shall be deemed to include rate for scaffolding more than 10m height.)
520
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S&F for 6mm thick multiwall polycarbonate sheet in roof covering(approved colour),polycarbinate sheet shall conform to relevant IS incl fixed with self tapping screws, aluminium beading alround the sheet complete all as specified and as directed.(Note: Rate quted shall be deemed to include rate for scaffolding more than 10m height.)
530
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Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories).
150
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S&F pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick eves gutter ,300mm inner dimension ,drop ends(spigot & socket ends) or nozzles or stop ends as required incl scaffolding more than 10m height complete as specified and directed.
150
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M/L 150mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall as specified and directed.
120
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S&F for PVC (SWR) bends 150mm mm any radius complete all as specified and as directed.
30
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S&F for Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 .
555
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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.
1500
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Excavating in post holes (or similar holes) in hard dense soil each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm.
16
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-
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M&L plain cement concrete 1:4:8 type D2 (40 mm graded aggregate) as in foundation filling and mass concrete all as specified and as directed.
8
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S&F Welded steel wire fabric supplied and fixed complete to wood or steel members n. exc 4 kg complete all as specified and as directed.
60
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-
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Material and labour for two coat SE paint on steel surface over one coat of red oxide primer incl prepareation of new or old steel surface complte all as spd and directed.
100
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Demolition of floor hearth or wall tiling/granites laid bedded and pointed in any mortar (but not backing) and removing debris out side MD land complete all as specified and directed.
6.95
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Demolition of cement concrete (unreinforced ) of any description and in any postion not otherwise spcifically provided etc (below or above ground level)as in floors etc and removing debris out side MD land complete all as spcified and as directed.
3.35
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M&L 50 mm thick PCC 1:4:8 type D2 (40 mm graded aggregate) as in Sub base floor finished even and rough to receive the top finish as in sub base of floor etc all as directed by the Engineer- in- Charge.
56.9
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-
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M & L for Providing, cement concrete 1:2:4,type B0 (12.50mm graded aggregates) in benching, slightly rounded or chamfered on edges including weathering all as specified and directed.
0.5
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M&L for 20mm thick Granite (of any type) machine cut, in skirting/dado laid over cement screed and jointed with grey cement slurry, and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete and like in cement mortar (1:4) 15 mm thickness of mortar including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified.
12.6
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M&L for Granite slab flooring (polished/leathered finish) 20 mm thick machine cut, rounding edges , bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing, over 20mm thick screed bed bedding in CM 1 :4 complete all as specified and as directed.
56.9
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-
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M&L for complete removal of existing treatment on surfaces of ceiling and applying with white putty of 3mm thick and making the surface to an even and smooth finish by rubbing with sand paper of different grade etc and applying two coats of Oil bound distermper over a coat of primer complete all as specified and as directed.
20
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M&L Complete removal of existing treatment on wall by scrapping , washing, rubbing down and stopping of distempered and applying two coats of oil bound distemper over a coat of primer over wall care putty on walls all as specified and directed .
40
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