Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Eprocure
Opening Date4 Feb 2025
Closing Soon25 Feb 2025
Tender Amount₹ 38,32,000
Costs
EMD
₹ 76,640Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_696430_1Tender No
8460/BOR/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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M&L for common brunt clay building bricks (locally available best quality), sub class "B" designation of 75 of size 23X115X75mm to cover LT under ground cable, laid dry and flat abutting each other with gaps not exceeding 10mm complete all as specified and directed
1.17
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Removing of surplus excavating materials (soil) upto a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point all as specified and directed.
28.13
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M&L for plain cement concrete (1:3:6) type C-2 using 40mm graded stone aggregate in foundation of pole/ strut/ mass filling including necessary form work all as specified and directed by Engr-in-Charge
12.3
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Supply, laying connecting and testing XLPE insulated, PVC sheathed, armoured LT electric power UG cable of size 16 Sqm 4 core (heavy duty) aluminium stranded conductor 1100 volts grade, laid through duct/ pipe/ in trenches etc. including cable glands & lugs complete all as specified and directed.
100
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Supply, laying connecting and testing XLPE insulated, PVC sheathed, armoured LT electric power UG cable of size 10 Sqm 2 core (heavy duty) aluminium stranded conductor 1100 volts grade, laid through duct/ pipe/ in trenches etc. including cable glands & lugs complete all as specified and directed.
50
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M&L for 40mm bore GI tubing "light grade" in trenches / on pole for protection of cables complete all as specified and directed by Engr-in-Charge
18
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M&L for steel tubular swaged pole complete with cast iron base plate, final taper, bolts, nuts and screws etc as specified for type 410-SP-31(9.00 mtr long) including painting with two coats of aluminium paint over one coat of red oxide primer complete all as specified and directed
2
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Supply and fixing of LED flood light 120/150 Watt 203V AC outdoor type with thermal management in multiple optics and equipped with IP 66 protection with impact and corrosion resistant complete with driver and lamp
2
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Supply and fixing of LED street light fitting 90 Watt 230V AC outdoor type with high pressure die cast aluminium hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete
3
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Supply and fixing post top lantern LED type 40 Watt 230 Watt volts AC outdoor type with decorative post top for 360 degree indirect light IP 65 protection with implact and corrosion resistant complete with driver and lamp complete
2
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Supply and fixing of 32mm dia GI tubing light grade bracket over all 1.2 mtr length with cutting as required and bend to shape with flat iron clamp of size 32mm 2 Nos, suitable size of nut bolts and washers complete for fixing street light fittings on electric poles including taking down old unserviceable/ fully rusted existing unserviceable one complete all as specified and directed.
Make : Nezone/ Surya/ Jindal poles or equivalent make mentioned in PS
3
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Supply and fixing PVC cable with stranded aluminium conductor of size 2.5 Sqm 3 core flat connected with street light fittings to juntion box or to the ACSR conductor complete all as specified and directed by Engr-in-Charge
30
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M&L for fixing the cable junction boxes IP 66 "halogen free and weather proof" for outdoor installation size 205 x 255 x 112 mm, suitable for street light incoming and outgoing cables up to 10-25 Sqm 4 core (with terminal) & MCB SP 6 Amp, including nuts, bolts, cable glands & MS clamps fixed to pole all as directed.
Make : Hensel cat part no KF 2525 G or its equivalent in Havells/ Sintex
4
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Supply and fixing light grade galvanised pipe of size 15mm dia with all fittings, clamps of suitable size complete to walls and ceilings or laid on poles including taking down old unserviceable/ fully rusted existing unserviceable one complete all as specified and directed
30
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M & L for RCC M-25 (Design mix) in foundation including rafts, footings and mass concrete. complete all as specified and directed.
14.06
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M & L for RCC M-25 (Design mix) 20 mm graded aggregates in walls, basement walls, retaining walls, ballast walls and the like any thickness above top of footings, including attached pilasters and buttresses complete all as specified and directed.
11.26
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M & L for Formwork to faces of walls, retaining walls, abutments, parapets and similar work including flat fair finished surface complete all as specified and directed.
123.53
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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.
3831.1
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All as per item Sl No. 21.00 here-in-above but 8 to 10 mm dia as in stirrups, binders etc
110.89
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M & L for rendering 15mm thick on concrete surfaces with CM 1:4, finishing the surface fair and even without using extra cement complete all as specified and directed.
127.43
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M & L for RCC M -25 (Design Mix) concrete as in Column above Plinth Beam up to top complete all as specified and directed.
1.94
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M & L for Formwork to sides of concrete foundations, footings, bases of columns, columns up to PB and plinth beams; and similar work; vertical or to batter Fair finished surfaces complete all as specified and directed.
26.59
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M & L for Formwork of sides of pillers, struts, piers, column surface of concrete etc of fair finished square, rectangular or polygonal surface complete all as specified and directed.
23.64
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S & F Mild Steel Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc. complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed.
304.16
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M & L for two coats of synthetic enamel painting over a coat of red oxide primer to iron & steel surfaces exe 10 cm width & girth incl preparation of surface.
151.08
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Surface dressing in soft/loose soil not exc 15cm deep all as specified and as directed.
396
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M & L for bringing approved earth from outside MD land complete all as specified and as directed.
230
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Forming embankment with the earth obtained while excavation including raising earth, spreading in layer not exc 30cm thick, watering ramming/ rolling and finished to required gradient, size and shape etc, exc height above the first 1.50m from the base complete all as specified and as directed.
230
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M & L for soling (or sub base) with broken boulder's or quarried stone,interstices filled, surface formed and rolled and consolidated to required gradient and camber of 150mm spread thickness complete as specified and as directed.
13.75
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M & L for PCC type C-2 1:3:6 (40mm graded aggregate) as in pavings of 150mm thick complete specified and as directed.
137.5
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M & L for cement concrete work in 150mm thick pavement of flextural strength 40 Kg/Sqcm in field using 400Kg of cement per cum thickness of concrete complete as specified and as directed.
30.23
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M & L for forming 20mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound Grade 'A'.
2.5
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M & L for forming construction joints 30mm deep x 10mm wide filled with sealing compound Grade 'A' complete all as specified and directed.
7.6
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M&L plain cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete etc complete all as specified and directed.
0.66
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M&L plain cement concrete (1:3:6) type C-2 (using 40 mm graded stone aggregated), 75 mm thick as in floors & plinth protection finishing cement concrete surface even & smooth using extra cement complete all as specified and directed.
8.03
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M&L brick work with old size bricks, straight or curve on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed by Engr-in-Charge.
3.47
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M&L brick work in CM 1:6 with subclass 'B' bricks, straight or curved on plan to any radius in half brick thick walls complete all as specified & directed by Engr-in-Charge.
11.44
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M&L RCC M25 grade (Design mix) using 20mm graded stone aggregate as in roof beam & lintel band complete all as specified and directed.
0.2
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M & L RCC M25 grade (Design mix) (with 20 mm graded stone aggregate) as in column above plinth beam to top complete all as specified and directed.
0.94
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Formwork to sides and soffits of floor or roof beams, lintels beam, shelves including supports overhangs etc also splays between floor & beams etc including rough, flat finished surfaces complete all as specified and directed.
1.32
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M & L rendering 10mm thick on fair faces of brick or concrete wall surfaces in cement mortar 1:6 finished surfaces fair and even complete all as specified and directed.
13
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M & L rendering 15mm thick on fair faces of brick or concrete wall surfaces in cement mortar 1:4 finished surfaces fair & even using WPC (Water Proofing Compound) as per manufacturers instructions complete all as specified and directed.
Note : WPC measured and paid separately.
19.3
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Supply only Integral waterproofing compound complete all as specified and directed.
1.45
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M&L preparation of plastered surface of wall and applying two coats of oil emulsion distemper over a coat of alkalic resistant priming paint complete all as specified and directed.
20.11
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Material & Labour for Preparing new plastered or un plastered surfaces and applying two 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 over new surfaces Engr-in-Charge.
19.3
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M&L Hardcore of gauge not exc 63 mm, deposited, Spread and levelled in layers not exc 15 cm thick, watered and rammed to a true surface using broken stone or boulders 100 mm thick all as specified and directed .
1.66
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M&L Sand filling under floors or in foundation including watering and consolidation complete all as specified and directed.
0.27
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M&L for mild steel work in tubular truss, post, purlin & rafter etc with sleeve pieces riveted or welded there to and similar roof and ceiling ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240
222.5
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S&F of MS flat iron, round or square bars conforming to Grade E-165 (Fe- 290) for fixing plain angle cleats for securing eave boards incl bolts in roof, all as specified and directed.
182.34
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S& F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm of a colour having tensile strength of 550MPa as in roof covering/cladding to wall with self tapping screws complete as as specified and directed.
89.95
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S& F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm of a colour having tensile strength of 550MPa as in ridge with self tapping screws complete as as specified and directed.
3.8
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Excavation over areas not exc 1.5m deep and getting out soft/loose soil complete as specified and as directed.
8.89
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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 complete as specified and as directed.
2.53
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M & L for RCC M-25 (Design mix) Fins, fascias, louvres, parapets and railings exc. 60cm in height, newels, balustrade complete all as specified and as directed.
0.38
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Use and Waste for Formwork to sides of concrete foundations raft sides and soffits (if any) of foundation and similar work including flat fair finished surface complete as specified and as directed.
6.24
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Use and Waste for Formwork to edges of concrete flats and openings in concrete walls, floors and roof and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm and not exc 20cm wide including flat fair finished surface complete as specified and as directed.
2.6
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Use and Waste for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick (Horizontal or sloping) including flat fair finished surface complete.
9.48
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M & L for preparing new plastered surfaces on walls with two coats of cement base paint over a coat of alkali resistant priming paint as specified and as directed.
14.58
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Supply & Fixing for Anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade, AC 15) of approved design / pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in- charge.
1310.4
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Supply and Fixing material of BSS 800 grade Access Floor Panels having dimensions of 600x600mmx35mm ±0.50 mm are all Steel welded construction with an enclosed bottom pan of 49 hemispherical cones and 36 reverse cones. The Top plain Sheet is fuse welded to the bottom panat 117 Locations to form a Panel of an over all thickness of 34 mm. which includes a 1.00 mm thickness Anti static High pressure Laminate (HPL), factory Laminated on the top surface of the panel, and finished on all four sides with edge protective PVC Beading. The 12.5 mm flange on the perimeters provided with FOLDED GUSSETS at the four corners and Sub structure installed to support the panel shall be suitable to achieve a minimum finished floor height of 300mm from the existing floor level adjustable pedestals in galvanised steel with gaskets and Stringers of 565mm length X 20mm wide X 32 mm height.The Sub structure assembly shall be anchored to the floor with suitable adhesive or fasteners recommended by the Consultant/ Manufacturer. Complete all as specified and directed by Engr-in-charge.
26
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Excavating in post holes (or similar holes) each not exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc 25cm, watering and removing surplus soil to a distance not exc 50 mtr and making good surface in soft/ loose soil. complete all as specified and directed by Engr-In-charge.
7
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M&L for Brick work with old size bricks, straight or curve on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed.
0.81
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S & F mild steel in Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, angle cleats etc similar works confirming to Fe 410-W (Gde-E-250) Quality -A including all necessary drilling, bolting, riveting and welding etc all as specified and directed
371.5
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S & F for MS Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment. Fe-410-W (Gde-E-250) quality-A Complete all as specified and directed by Engr-in-charge.
176.63
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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 directed by Engg-In-charge.
286.85
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S & F Expanded metal sheets (XPM) cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.90mm dia or fixing with galvanised steel staples supplied and fixed complete to steel members not exc 4 Kg/Sqm of any size, all as specified and directed by Engr-In-Charge.
88.82
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