Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Eprocure
Opening Date13 Feb 2025
Closing Date20 Mar 2025
Tender Amount₹ 67,50,000
Costs
EMD
₹ 1,26,500Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
81184 Provn Of Parking Shed With Hardstanding Near Bldg No P-93 To P-95 At Jalvihar And Special Repairs To Drainage System And Connected Works From Bldg No P-38 To P-9 At Jal Vihar Under Ge Haddo, Sri Vijaya Puram
Description
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Contact
Tender Id
2025_MES_697678_1Bid Award Id
ViewTender No
81184 PROVN OF PARKING SHED WITH HARDSTANDING NEAR BLDG NO P-93 UNDER GE HADDOTender 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 removing excavated material (any type of soil) to a distance exc 100m but n. exc 200m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed complete all as specified and directed.
250
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M&L for returning filling in hard/dense soil including spreading levelling watering and well ramming in layers n. exc 25cm thick complete all as specified and directed
24
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M&L for hardcore of broken stone or boulders of gauge n. exc 63 mm deposited spread and levelled in layers n. exc 15 cm thick watered and rammed to a true surface complete all as specified and directed.
54
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M&L for 100mm thick PCC 1:4:8 type D2 (Using 40mm graded stone aggregate) as in path finish the top surfaces even and rough to receive top layer complete all as specified and directed.
450
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M&L for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.
360
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M&L for PCC 1:2:4 type B0 (using 12.5mm graded stone aggregate) as in coping, edging including necessary form work complete all as specified and directed.
1
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M&L for chequered cement concrete tiles of size 30cmx30cmx25mm thick with grey cement and pigments set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface of tile as in floor over and including 20mm thick screed bed in CM 1:4 complete all as specified and directed.
3
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M&L Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundations or mass concrete complete all as specified and as directed.
11
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Demolition of precast cement concrete block walling built in CM or cement lime Mortar complete all as specified and as directed.
40
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Demolition of cement concrete (Un-reinforced) in ground floors and pavings n.exc 15cm thick (above or below GL) complete all as specified and directed.
9
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M&L for precast cement concrete block masonry exc 10 cm width with solid block PCC 1:3:6 type C1 (using 20 mm graded stone aggregate) and setting in cement mortar 1:4 complete all as specified and directed.
10
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M&L for nominal mix RCC 1:1.5:3 type A1 (using 20mm graded crushed stone aggregate) 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 directed.
27
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M&L for nominal mix RCC 1:1.5:3 type A1 (using 20mm graded stone aggregate) in Walls, retaining walls, basement walls, ballast walls and the like, any thickness above top of footings, including attached pilaster and buttresses complete all as specified and directed.
40
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M&L for mild steel TMT 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 complete all as specified and directed.
4610
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S&F PVC (SWR) pipe 110mm bore, single socketed, in any length with rubber ring joints and jointed with approved adhesive laid in trenches or in floors as in weep holes complete all as specified and directed.
19
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M&L formwork for rough finished flat surface 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 complete all as specified and directed.
15
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M&L formwork for rough finished flat surface to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc, vertical or to batter complete all as specified and directed.
380
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M&L for use and waste of timbering as planking and strutting for excavations over areas (as for basements etc) in soil n. exc 1.5m deep, including wales, struts, open poling boards, etc as may be necessary and fixing and removal complete all as specified and directed.
140
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M&L for 15mm thick plaster in CM 1:4 on fair face of concrete surface or brick walls finished even and smooth without using extra cement complete all as specified.
220
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M&L for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms, moulds, mitered/stopped ends etc complete all as specified and directed.
100
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M&L for preparing newly plastered wall surface and applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/10 Sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 Sqm complete all as specified and directed.
120
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Excavation in post hole in hard/dense soil (or similar holes) each n. exc 0.5 cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering, and removing surplus soil to a distance n. exc 50m and making good surface complete all as specified and directed.
28
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M&L for cement concrete 1:2:4 type B1 (Using 20mm graded stone agrregate) as in foundation of posts, railing and similar work complete all as specified and directed.
6
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S&F mild steel roof trusses (framed), trrussed, purlins, crane gantries, rails and fastenings and heavy bracket framming (Beam,Tee, Angle, Channels or flat sections) including distance pieces, cleats etc conforming to Fe 410-W (Gde-E-250) quality-A complete all as specified and directed.
9000
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S&F plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe-410-W (Gde-E-250) quality-A complete all as specified and directed.
370
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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 works conforming to Fe-290, Gde-E-165 all as specified and as directed.
500
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M&L for applying two coat of synthetic enamel paint over a coat of red oxide primer including preparation of new steel surfaces of any description over 10cm width or girth not otherwise described complete all as specified and directed.
260
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S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.
360
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S&F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, ridges, fixed with self tapping screws all as specified and directed.
50
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S&F for stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc, including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc of required size on the top of floor or the side of waist slab with suitable arrangement complete all as specified.
300
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M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm) including making drainage opening wherever required complete all as specified and directed.
5
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M&L for preparation of newly plastered or concrete surfaces of any description over 10cm girth or width, not otherwise described and applying two coat of synthetic enamel paint over a coat of primer complete all specified and directed.
20
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