Military Engineer Services Tender
View complete overview of Chandigarh MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date31 Aug 2024
Closing Date14 Nov 2024
Tender Amount₹ 69,95,000
Costs
EMD
₹ 1,29,925Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_669360_1Bid Award Id
ViewTender No
CWE/CHD-61/2024-25Tender 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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S&F 20 mm tubes, medium grade, galvanised with all fittings; (such as bends, elbows, tees, short pieces, connectors, back nuts, diminishing pieces, caps, plugs, unions etc) and fixed to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-charge.
320
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Refixing 15 mm bore tubes, galvanised, with all new fittings; (such as bends, elbows, tees, short pieces, connectors, back nuts, diminishing pieces, caps, plugs, unions etc) and fixed complete to walls and ceilings or laid in floors complete all as specified and directed by Engineer-in-charge.
98
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Refixing 20 mm bore tubes, galvanised, with all new fittings; (such as bends, elbows, tees, short pieces, connectors, back nuts, diminishing pieces, caps, plugs, unions etc) and fixed complete to walls and ceilings or laid in floors complete all as specified and directed by Engineer-in-charge.
120
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Disconnecting existing water storage tanks, of capacity exceeding 500 litres and not exceeding 1000 litres, setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position with and including cleaning and removing all scale and dirt etc from tank and from mouths of the circulating pipes etc complete all as specified and as directed by Engineer-in-charge.
45
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Dismantling water tanks of capacity exc 250 litres but not exc. 500 litres complete all as specified and directed by Engineer-in-charge.
40
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Dismantling water tanks of capacity exc. 500 litres but not exc. 1000 litres complete all as specified and directed by Engineer-in-charge.
15
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Supply and fixing 500 litres capacity rotational moulded polyethylene water storage tanks, ISI marked (Cylindrical vertical with closed top) tripple layered, screwable lid, hoisted and fixed in position, including supply and fix tank nipple, ball valve 20mm PTMT, all as specified in SSR Part-I complete all as specified and directed by Engineer-in-charge.
25
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Supply and fixing 1000 litres capacity rotational moulded polyethylene water storage tanks, ISI marked (Cylindrical vertical with closed top) tripple layered, screwable lid, hoisted and fixed in position, including supply and fix tank nipple, ball valve 20mm PTMT, all as specified in SSR Part-I complete all as specified and directed by Engineer-in-charge.
15
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S&F in repairs PTMT tank nipple, 20 mm dia, suitable for HDPE water tank (Minimum weight - 45 gms) complete all as specified and directed by Engineer-in-charge.
85
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S&F in repairs PTMT tank nipple, 15 mm dia, suitable for HDPE water tank (Minimum weight - 38 gms) complete all as specified and directed by Engineer-in-charge.
85
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S&F in repair 20 mm bore, ball valves, high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe and fixed (Minimum weight -210 gms) complete all as specified and directed by Engineer-in-charge.
85
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S&F in repair Gun-metal, globe or gate valves, with iron wheel head, screwed both end for iron pipe and fixed for 15 mm bore dia complete all as specified and directed by Engineer-in-charge.
40
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S&F in repair Gun-metal, globe or gate valves, with iron wheel head, screwed both end for iron pipe and fixed for 20 mm bore dia complete all as specified and directed by Engineer-in-charge.
40
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S&F in repair vitreous china wash down water closet (pedestal pattern) white with and including PVC 'P’ or ‘S’ trap, plastic seat cover, white and connection to out going pipe and to flushing pipe, anti-syphonage pipe and jet fixed etc complete all as specified and directed by Engineer-in-charge.
20
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S&F in repair vitreous China squatting pan, ‘Orissa’ pattern, size 580 x 440 mm white, with integral foot rests with 'P; & 'S' trap and including flush pipe complete all as specified and directed by Engineer-in-charge.
30
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S&F in repair Vitreous China wash basin, white, flat back, size 550 x 400 mm including fixing bracket waste coupling and waste pipe complete all as specified and directed by Engineer-in-charge.
16
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S&F in repair 10 Ltr PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets, complete all as specified and directed by Engineer-in-charge.
50
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S&F in repair cast copper alloy, CP, fancy type, Bib taps, long body with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule and fixed for 15 mm bore pipe complete all as specified and directed by Engineer-in-charge.
50
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S&F in repair 15 mm bore, Pillar taps, cast copper alloy, fancy type with capstan heads, chromium plated, screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe complete all as specified and directed by Engineer-in-charge.
25
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S&F in repair Brass CP mixer, for mixing hot & cold water, screwed down for iron pipe and fixed, suitable for 15 mm bore pipe, complete all as specified and directed by Engineer-in-charge.
8
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S&F in repair PVC waste pipe, 800 mm long, suitable for 32 mm dia waste coupling, complete all as specified and directed by Engineer-in-charge.
30
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S&F in repair angle valves, cast copper alloy, chromium plated, fancy type, screwed down, high pressure, with crutch of butterfly handle, screwed both ends for iron pipe for unions and fixed for 15 mm bore complete all as specified and directed by Engineer-in-charge.
50
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S&F in repair PVC connections, 15 mm size with PTMT nuts of length 600 mm complete all as specified and directed by Engineer-in-charge.
40
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S&F in repair Stop valves, concealed, cast copper alloy, chromium plated, fancy type, screwed down, high pressure, with crutch of butterfly handle, screwed both ends for iron pipe for unions and fixed for 15 mm bore complete all as specified and directed by Engineer-in-charge.
15
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M&L for brass chromium plated tubular towel rail, 20 mm dia, D type, 60 cm long between flanges complete all as specified and directed by Engineer-in-charge.
20
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S&F in repair brass chromium plated shower rose, 125 mm size with or without swivel joints with shower arm 15 mm size, 195 mm long, including fixing to steel pipe or union complete all as specified and directed by Engineer-in-charge.
65
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Dismantling of PVC (SWR) Pipes of any size and description fixed in wall, jointed in cement mortar and taking out of trenches, if required complete all as specified and directed by Engineer-in-charge.
385
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S&F in repairs 75 mm PVC (SWR) floor trap, plain with grating including jointing with solvent cement and including CP grating fixed complete all as specified and directed by Engineer-in-charge.
20
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Material & labour for PVC (SWR) pipes 110 mm bore single socketed, in any length with rubber ring joints fixed to walls including MS clamps made out of flat iron of size 25 mm x 3 mm including nuts bolts etc complete all as specified and directed by Engineer-in-charge.
145
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Material & labour for PVC (SWR) pipes 75 mm bore single socketed, in any length with rubber ring joints fixed to walls including MS clamps made out of flat iron of size 25 mm x 3 mm including nuts bolts etc complete all as specified and directed by Engineer-in-charge.
130
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Material & labour for PVC (SWR) pipes 110 mm bore single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed by Engineer-in-charge.
60
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Material & labour for PVC (SWR) pipes 75 mm bore single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed by Engineer-in-charge.
50
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S&F PTMT Grating doom, 125 mm dia with waste hole (Minimum weight 40gms) complete all as specified and directed by Engineer-in-charge.
25
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S&F 110 mm bore PVC (SWR) 'P’ trap complete all as specified and directed by Engineer-in-charge.
16
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S&F 110 mm PVC (SWR) bends any radius fixed in repair complete all as specified and directed by Engineer-in-charge.
20
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S&F 75 mm PVC (SWR) bends any radius fixed in repair complete all as specified and directed by Engineer-in-charge.
15
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S&F 110 mm PVC (SWR) tee any radius fixed in repair complete all as specified and directed by Engineer-in-charge.
18
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S&F 75 mm PVC (SWR) tee any radius fixed in repair complete all as specified and directed by Engineer-in-charge.
15
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S&F PVC 110 mm bore junction, single T, equal or unequal with access door fixed in repair complete all as specified and directed by Engineer-in-charge.
15
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S&F PVC 75 mm bore junction, single T, equal or unequal with access door fixed in repair complete all as specified and directed by Engineer-in-charge.
12
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M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required complete all as specified and directed by Engineer-in-charge.
5
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S&F Low density polyethylene (LDPE) pipes of pressure rating 6 kgf/sqcm, 50 mm dia as in including tee/ bend fixed MS clamps made out of flat iron of size 25mm x 3mm including nuts bolts etc complete all as specified and directed by Engineer-in-charge.
18
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Taking down chowkhats or frames not exc. 1.5 sqm each (without taking off shutters from the frames) complete all as specified and directed by Engineer-in-charge.
20
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Taking down shutters of any description exc 1 sqm and not exc 2 sqm each and removal complete all as specified and directed by Engineer-in-charge.
25
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S&F Solid PVC door frame of size 50 mm x 47 mm, made out of 5 mm plain colour PVC sheet, reinforced with M.S. Square tube, suppling & fixing in opening as per specification & drawing complete all as specified and directed by Engineer-in-charge.
120
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S&F factory made Solid PVC moulded door shutter, 28 to 30 mm thick (stiles), with 2, 4, or 6 raised panel design with 2 mm thick Moulded PVC Sheet on the front face & 2 mm plain colour PVC sheet on back face, supplying & fixing in frame with wood free EPS at site as per specification complete all as specified and directed by Engineer-in-charge.
46
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S&F for 100 mm Butt hinges, medium weight, cold rolled mild steel, complete all as specified and directed by Engineer-in-charge.
76
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S&F aluminium anodised, barrel tower bolts of extruded section and fixed 150 mm long complete all as specified and directed by Engineer-in-charge.
75
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S&F 125 mm extruded aluminium alloy handles powder coated, fabricated type, complete all as specified and directed by Engineer-in-charge.
75
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Demolition of RCC tank or stone/ boulders masonry, bricks etc, built in Cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facing etc including removing to out of MOD land complete all as specified and directed by Engineer-in-charge.
2
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S&F Mild steel sections such as angle, Joist, channel, or tee sections, as in tank base, fixed independently by means of welding, without connecting plates, etc. confirming Fe 410-W (Gde-E-250) quality B complete all as specified and directed by Engineer-in-charge.
1200
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Taking down cement plaster on brick walls or stone walls of any description etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-charge.
546.5
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M&L for rendering 15 mm thick, cement plaster on brick work or concrete surfaces in cement mortar 1:4, finishing the surface fair and even complete all as specified and directed by Engineer-in-charge.
331.5
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M&L for rendering 15 mm thick cement plaster on brick work or concrete surfaces in cement mortar 1:6, finishing the surface fair and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
215
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M&L for preparation of newly plastered surfaces of walls and applying two coats of oil bond distemper over a coat of primer including chalk whiting, complete all as specified and directed by Engineer-in-charge.
215
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M&L for preparation of newly plastered surfaces of walls and applying two coats of cement base paint on walls over a coat of primer complete all as specified and directed by Engineer-in-charge.
331.5
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Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer-in-charge.
496
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M&L for Glazed ceramic, coloured tiles of size 300 x 450 x 7 mm thick, in vertical surfaces, set and jointed in neat cement slurry and pointed in white or colour cement to match, including rendering 10 mm thick on brickwork or concrete surfaces finished even and fair in CM 1:4, complete all as specified and directed by Engineer-in-charge.
266
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M&L for Non skid, Ceramic coloured tiles, 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exc 0.18 sqm laid as in floors/ skirting, set and jointed with cement slurry over & including 15 mm thick bedding layer of cement mortar (1:6) and pointed with coloured cement to match with surfaces of tiles complete all as specified and directed by Engineer-in-charge.
230
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S&F in repair for 600mm x 450mm bevelled edge mirror of selected quality glass, mounted on 6 mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and directed by Engineer-in-charge.
35
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Cutting chases, pinning in, making good to facings wherever required in brick wall and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; for concealed water tubing or concealed conduit wiring, etc. and making good, cutting exceeding 20 cm girth complete all as specified and directed by Engineer-in-charge.
70
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Demolition of cement concrete (un-reinforced) of any description and in any position (below or above GL at any height) not otherwise specifically provide for complete all as specified and directed by Engineer-in-Charge.
40
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M&L for cement concrete 1:7:12 (using 40 mm graded aggregate in sunken floor complete all as specified and directed by Engineer-in-Charge.
40
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Supply only liquid water proofing compound, ISI Marked, of approved make complete all as specified and directed by Engineer-in-Charge.
150
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Taking down of cement plaster, loose concrete, pointing, old loose foreign particles, old APP, vegetation with roots, if any and cleaning the surface with wire brushes for removing caked mud and loose foreign particles, sweeping with brooms and finally fanning the cleaned surface with gunny bags or air blower to remove all loose dirt etc (excluding mud phuska), prepare surface for screed bed for APP membrane complete all as specified and directed by Engineer-in-Charge. Note: APP membrane and screed bed will be measured and paid separately.
3800
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M&L for rendering 15 mm thick in Cement Mortar 1:4, mixed with water proofing compound @3% by weight of cement over brick/ concrete surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. Note- Water proofing compound to be paid seperately.
3800
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M&L for providing and laying 3 mm thick APP modified polymer reinforced water proofing membrane with minimum weight of 3.60 kg/sqm as specified. The APP membrane shall be laid using torch application with minimum 10 cm side overlap and 15 cm end overlap and applying bituminous primer @0.50 Kgs per Sqm over cleaned and dry roof surface including parapet. APP memberane shall be fixed with termination bar and fasteners and ends shall be properly sealed with sealant. The rain water gutter portion shall be finished with cement mortar 1:4 to provide requisite slope towards rain water pipe outlet complete all as specified and directed by Engineer-in-Charge.
3800
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M&L for 300 mm X 300 mm X 7 to 8 mm thick roof temp sheild tiles as in terraces, roofs pavment in horizontal and slant and vertical surfaces, white in colour, set in neat cement slurry and pointed in epoxy filling including screed bed or bedding layer 15 mm thick in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge.
1600
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M&L for providing cement concrete PCC 1:2:4 (Type B-0) using 12.5 mm graded aggregate as in fillets at corners specially provided in roof curb, padding of fill the depresion and mantain etc semilar work complete all as specified and directed by Engineer-in-Charge.
15
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M&L for 75 mm thick Cement concrete 1:4:8, type D-2, (using 40mm graded stone aggregates) as in floor complete all as specified and directed by Engineer-in-Charge.
155
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M&L for 25 mm thick cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregates) as in flooring, rough finish complete all as specified and directed by Engineer-in-Charge.
155
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Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed by Engineer-in-Charge.
8
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Material and labour for brick work with sub class ‘B’ bricks, old size bricks, straight or curved on plan exc 6 metre mean radius built in cement mortar 1:6, complete all as specified and directed by Engineer-in-charge.
5
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M&L Brick work using old size bricks (EXCEPT BRICKS) straight or curved on plan exceeding 6.00 metre mean radius, built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.
3
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Cuttiing groove in parapet wall n exc 15 cm width/ depth and making good in CM 1:3 after inserting the APP membrane complete all as specified and directed by Engineer-in-charge.
480
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S&F 50 mm dia GI spout pipe, medium grade, of 600 mm average length, embedded in cement concrete 1:2:4, type B-0 (using 12.5 mm graded stone aggregates) complete all as specified and directed by Engineer-in-charge.
12
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M&L for preparation of roof surfaces and applying one coat of aluminium paint complete all as specified and directed by Engineer-in-charge.
1400
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