Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Building Construction
Eprocure
Opening Date19 Mar 2024
Closing DateCancelled
Tender Amount₹ 43,50,000
Costs
EMD
₹ 87,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_647129_1Tender No
8378/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
M & L for 100 mm thick, PCC 1:2:4, Type B-0, using 20mm graded stone aggregate as in base for water tanks etc complete all as specified and as directed by Engineer in charge
120
-
-
M & L for 40 mm thick, PCC 1:2:4, Type B-0, using 12.5mm graded aggregate as in sub base for flooring/levelling coarse etc complete all as specified and as directed by Engineer in charge
120
-
-
M & L for 15mm thick screed bed in CM (1:4) floor for receiving membrane treatment complete all as specified and as directed by Engineer in charge
120
-
-
Material and labour for APP modified waterproofing treatment over existing RCC roof slab with following specification including brushing off the surface to receive the treatment obtain the required surface and then providing 10mm screed bed with water proofing compound with required slope complete as directed :- (a) Applying bituminous primer @ 1.2 kg/Sqm on the prepared dry roof surface. (b) Laying 4mm thick APP membrane Plain finish weight not less than 3 to 4 kg per sqm by torch application with minimum 10cm side lap and 15cm end lap.(c) Applying bituminous primer @ 1.2 kg/Sqm and applying one coat of bituminous aluminium paint at the rate of 0.3kg/sqm Note : The laying of membrane shall be got done through an authorized applicator of manufacturer of APP membrane.
120
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-
M & L for RCC 1:2:4 type B1 using 20 mm graded stone aggregate as in slab supported on walls, beams and columns in floors, roofs, landings, deck slab, shelves and like including necessary formwork complete all as specified and as directed by Engineer in charge
1.2
-
-
M & L for RCC 1:2:4 type B1 using 20 mm graded stone aggregate as in chajjas and like including necessary formwork complete all as specified and as directed by Engineer in charge
3.5
-
-
M&L for RCC M30 grade (Design Mix) using 20mm graded stone aggregate as in columns, pillars, piers, post and struts etc including necessary formwork complete all as specified and as directed by Engineer in charge
1
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-
M&L for TMT bars 10mm dia and over cut to length, bent to shape required incl cranking and hooking ends and binding with MS wire (annealed) of dia not less than 0.90mm complete all as specified and as directed by Engineer in charge
200
-
-
Demolition of precast concrete block walling built in Cement Mortar including all quoins arches pillars etc complete all as specified and as directed by Engineer in charge
10
-
-
M&L precast cement concrete block masonry with solid block, exc 10cm in width in PCC type C-1, 1:3:6 (using 20mm graded stone aggregate) set in CM (1:6) complete all as specified and as directed by Engineer in charge
10
-
-
Taking down Cement Plaster of any description on brick or stone walls or concrete surfaces, ceiling including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and as directed by Engineer in charge
345
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-
M & L for rendering to concrete or block masonry surfaces or surfaces other than fair faces of brick surfaces, 10mm thick in Cement Mortar 1:6, surfaces finished even and smooth without using extra cement complete all as specified and as directed by Engineer in charge
150
-
-
M & L rendering 5mm thick in CM (1:3) on ceiling surfaces finished even & smooth without using extra cement complete all as specified and as directed by Engineer in charge
35
-
-
M & L for rendering 5 mm thick in cement mortar 1:4 over a backing coat of 10mm thick in CM 1:6 (Total 15 mm thick) on concrete or brick masonry surfaces including mixing water proofing compound as per manufacurers instructions and finishing the top surface even and fair complete all as specified and as directed by Engineer in charge
Note: Water proofing compound will be measured and paid separately.
150
-
-
M & L rendering 5mm thick in CM (1:3) on ceiling (external) surfaces finished even & smooth without using extra cement complete all as specified and as directed by Engineer in charge Note: Water proofing compound will be measured and paid separately.
10
-
-
Supply only Integral water proofing compound complete all as specified and as directed by Engineer in charge
55
-
-
M&L for preparing newly plastered surfaces of wall and applying two coats of oil emulsion distemper over a coat of primer complete all as specified and as directed by Engineer in charge
150
-
-
M&L for preparing newly plastered surfaces of ceiling and applying two coats of oil emulsion distemper over a coat of primer complete all as specified and as directed by Engineer in charge
35
-
-
M & L for complete removal of existing treatment on wall & finishing the surface & applying two coat of oil bound distemper along with primer complete all as specified and as directed by Engineer in charge
150
-
-
M & L for complete removal of existing treatment on ceiling and applying two coats of oil emulsion distemper over a coat of primer complete all as specified and as directed by Engineer in charge
50
-
-
M&L for complete removal of old existing treatment/finishes on (G+3) bldgs providing necessary scaffolding & safety precautions and cleaning the surfaces free from any loose paint, dust,greases,growth of fungus,algae or moss using wire brush and levelling the surface even and smooth using mechanical sander and finally applying water by pressure jet washer of max pressure of 170 bar with automatic pressure relief system. The following process shall be initiated only after the above surface preparations :-
(a) Filling the surface cracks using crack seal compound on required consistency using electric mixer. (b) Filling the dents and holes using wall care putty in appropriate ratio using electric mixer.(c) Applying one or two coats of damp proof primer (primer coat) using Airless spray technology with max working pressure of 22.8 Mpa/3300 psi and capable of operating single spray gun with a max material hose length of 30m.(d) 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 Anti algal weather coat 100% acrylic smooth emulsion paint using Airless spray technology with max working pressure of 22.8 Mpa/3300 psi and capable of operating single spray gun with a max material hose length of 30m.
650
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-
Taking up or down 15mm bore tubing and connections and removing off the site complete all as specified and as directed by Engineer in charge
15
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-
Taking up or down 20 mm bore tubing and connections and removing off the site complete all as specified and as directed by Engineer in charge
210
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-
Taking up or down 25 mm bore tubing and connections and removing off the site complete all as specified and as directed by Engineer in charge
25
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-
Supply and laying of CPVC pipes 20 mm dia outer boreSDR 11 &plain CPVC SDR 11with all special fittings on walls /ceilings or laying in floors complete all as specified and as directed by Engineer in charge
225
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-
Supply and laying of CPVC pipes 25mm dia outer boreSDR 11 &plain CPVC SDR 11 with all special fittings on walls /ceilings or laying in floors complete all as specified and as directed by Engineer in charge
25
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-
Supply and fixing 20 mm outer dia CPVC Male Brass Threaded Adaptor complete all as specified and as directed by Engineer in charge
20
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-
Supply and fixing 25 mm outer dia CPVC Male Brass Threaded Adaptor complete all as specified and as directed by Engineer in charge
5
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-
Supply and fixing 20 mm outer dia CPVC pipes brass Elbow complete all as specified and as directed by Engineer in charge
35
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-
Supply and fixing 20mm outer dia CPVC pipes brass Elbow (3/4 X1/2) complete all as specified and as directed by Engineer in charge
20
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-
Supply and fixing 20mm outer dia CPVC female brass adaptor complete all as specified and as directed by Engineer in charge
15
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-
Supply and fixing 25 mm outer dia CPVC female brass adaptor complete all as specified and as directed by Engineer in charge
3
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-
Supply and fixing 25 mm outer dia tank Adaptor complete all as specified and as directed by Engineer in charge
40
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-
Supply and fixing 20mm outer dia union complete all as specified and as directed by Engineer in charge
16
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-
Supply and fixing 25 mm outer dia union complete all as specified and as directed by Engineer in charge
4
-
-
M & L for dismantling of Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof covering complete all as specified and as directed by Engineer in charge
340
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-
Dismantling wrought iron or mild steel work of any description not otherwise provided for
7
-
-
S&F Pre- painted galvalume aluminum 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 as directed by Engineer in charge
300
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-
S&F Pre-painted galvalume aluminum 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, fixed with self tapping screws as in ridges, hips, valley gutter, drip, and straight flashing complete all as specified and as directed by Engineer in charge
40
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-
M&L Roof trusses (framed), trusssed, purlings, crane gantries, rails and fasternings and heavy breacket frasming(Beam,tee,angle,Channel, hollow sec or flat sections) including distance pieces, cleates etc complete all as specified and as directed by Engineer in charge
1050
-
-
S & F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirming to Fe-410 W (Grade E-250) quality A complete all as specified and as directed by Engineer in charge
120
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-
S & F Mild steel screw bolts (machine made) of any dia with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm but n.exc. 10 cm long complete all as specified and as directed by Engineer in charge
50
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-
M & L for providing cement concrete type B1 (1:2:4) using 20 mm graded aggregate as in copings,apex stones,bed plates etc complete all as specified and as directed by Engineer in charge
2
-
-
M&L for preparing new steel or iron surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer in charge
200
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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 con- forming to Fe.290.Gde-E-165 complete all as specified and as directed by Engineer in charge
1250
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-
Dismantling of ceiling boarding in description fixed in any position with nails complete all as specified and as directed by Engineer in charge
110
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-
S&F aluminium flat as wind tie fixed with 50mm/75mm aluminium self tapping screws complete all as specified and as directed by Engineer in charge
60
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-
S&F Aluminium anodised snap grid false ceiling of standard aluminium section such as wall angle of size 38mm x 25mm x 2.4mm weighing 0.36 Kg/Rm main/cross tees of size 36.5mm x 25mm x 1.4mm weighing 0.24 Kg/Rm, grid size n.exc. 610 x 610mm suspended with 4mm dia GI wire at interval n.exc. 600mm centre to centre for main & cross tees fixed to roof slab roof truss fixed with suitable size MS hook and fastening bolts etc including 'E' board classic 4mm thick oceanic sheet of size n.exc. 610 x 610mm size fixed in ceiling with clips to aluminium snap grid complete all as specified and as directed by Engineer in Charge
110
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-
Removing loose and broken concrete/ masonary surface by chiseling/ mechanically etc from the roof slab, coloumn, beam and similar structural members cutting edges, cleaning the dismantled portion with wire brush etc to make the reinforcement naked and remove dust, dirt and other foreign particle etc and removig to debries 50 Mtr from site complete all as specified and as directed by Engineer in Charge
80
-
-
M/L for applying IPH RB -107 polymer based rust-remover (pH value –12 ) and applying IPH RB -167 Polymer based rust preventive (pH value-9) to all exposed reinforced bars complete all as specified and as directed by Engineer in Charge
80
-
-
M&L for applying one coat of epoxy bonding coat as per manufacture's instruction to bind with old concrete / wall surfaces of soffit of slab, coloumn, beam and similar structural members for new cement surface complete all as specified and as directed by Engineer in Charge
80
-
-
M&L for applying polymer modified cement mortar rendering 15mm average thick in CM 1:3 on concrete surface duly mixing polymer modifier 'Nitobond AR' of make: M/s Fosroc Chemicals India (P) Ltd. @ 10 Ltr per bag of cement or equivalent in M/s Pidilite Industries complete finished even and smooth without using extra cement all as specified and as per manufacturer's instructions complete all as specified and as directed by Engineer in Charge
80
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-
M&L for drilling 15mm dia holes in to RCC slab / wall / Column /beams to a depth of 100 to 150 mm and fixed with polyster resin grout mixed mechanically and pour the same into the hole and insert the shear connector and finish the top; allow the same to set complete all as per manufacturer's instructions complete all as specified and as directed by Engineer in Charge
30
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-
S&F for hard drawn steel wire fabric not exceeding 4 kg/sqm cut to lengths, bent to shape mild steel wire, (annealed) not less than 0.9 mm dia as in reinforcement complete all as specified and as directed by Engineer in Charge
50
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-
M&L for preparation of old steel surfaces exc. 10cm width and girth and applying one coat of synthetic enamel paint, complete all as specified and as directed by Engineer in Charge
22
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-
M&L for cutting holes exc. half brick but not exc one brick in brick walls built in CM or cement lime mortar & stone walls built in lime mortar for inserting holdfasts & making good dismantled portion in CM (1:3) or PCC (1:2:4) Type B-1 complete all as specified and as directed by Engineer in Charge
21
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-
M&L for removing building materials etc., (other than spoil) to a distance of 300m, beyond the lead included in the rates, including loading, unloading and stacking at the destination complete all as specified and as directed by Engineer in Charge
5
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-
Supply and fixing in replacement of 20 mm Gun Metal, globe or gate valves with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and as directed by Engineer in Charge
104
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-
Supply and fixing in replacement of 25 mm Gun Metal, globe or gate valves with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and as directed by Engineer in Charge
104
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-
Supply and fixing in replacement of 50 mm Gun Metal, globe or gate valves with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and as directed by Engineer in Charge
12
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-
Taking down old unserviceable CI/GI water tubing with all fittings, laid in trenches/fixed on wall/on roof etc of the following sizes :-
-
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20mm bore
411
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-
25mm bore
1560
-
-
50mm bore
139
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-
100mm bore
47
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-
S&F 20 mm GI tubes medium grade with all fittings laid in trenches/fixed on wall/on roof etc complete all as specified and as directed by Engineer in Charge
411
-
-
S&F 25 mm GI tubes medium grade with all fittings laid in trenches/fixed on wall/on roof etc complete all as specified and as directed by Engineer in Charge
1560
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-
S&F 50 mm GI tubes medium grade with all fittings laid in trenches/fixed on wall/on roof etc complete all as specified and as directed by Engineer in Charge
Note for item Nos: 65 to 67 :- All GI tube fixing on wall / roof should be fixed with clamp and in slab GI tube passing through PVC pipe of suitable size by fixing with PCC and plastering in cement mortar and make surface as existing condition so that no water is leaking through pipes hole.
139
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-
Supply, Laying, jointing and testing 100 mm Ductile Iron pipes with spigot and socket ends centrifugally class K-9 , as in trenches in new or old locations complete all as specified and as directed by Engineer in Charge
Note: Joints & DI specials shall be measured and paid separately.
47
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-
Taking down unserviceable sluice valves of following sizes as directed by Engr-in charge :-
-
-
-
100mm
5
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-
150mm
2
-
-
S&F DI Bends (any type, radius and angle) tapers any type, (straight, bend, increasing, decreasing or double socket etc.) Tee pieces single branch. "Y" junction, double branch, cross (all sockets or socket and spigot or flanged) collars, caps and plugs upto 150mm bore. make Electro steel or equivalent ISI Marked complete all as specified and as directed by Engineer in Charge
110
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-
S&F Run lead joint for CI/DI for 100/150 mm suitable for spigot and socket pipes and fittings complete all as specified and as directed by Engineer in Charge
16
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-
S&F Sluice valve 100 mm bore class PN1.6 including flange screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and as directed by Engineer in Charge
5
-
-
S&F Sluice valve 150 mm bore class PN1.6 including flange screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed complete all as specified and as directed by Engineer in Charge
2
-
-
M & L for construction of valve chamber of internal size 1500x1500x1000 mm with block masonry in cement mortar 1:6 , with Plain Cement Concrete (Nominal mix) 1:3:6 type C2 sub base plaster internally and exposed external surface in cement mortar 1:4 (15 mm thick and provision of valve chamber cover made out of MS sheet 3.15 mm thick welded to angle iron frame 40 x 40 x 5 mm made out to double / single door type with hinges and providing proper locking arrangement duly painted with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer in Charge
10
-
-
S&F Rotational moulded polyetheylene water storage tanks (cylindrical vertical with closed top) double layer with lid of capacity 500 litre and providing proper locking arrangements etc, hoisted and fixed in position all as specified in SSR Part-II complete all as specified and as directed by Engineer in Charge
94
-
-
S&F Rotational moulded polyetheylene water storage tanks (cylindrical vertical with closed top) double layer with lid of capacity 1000 litre and providing proper locking arrangements etc, hoisted and fixed in position all as specified in SSR Part-II complete all as specified and as directed by Engineer in Charge
12
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-
S&F Ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed ( Minimum weight 20mm - 210gms / 25mm - 455 gm) of 25mm size complete all as specified and as directed by Engineer in Charge
106
-
-
M & L for cutting existing CI/DI pipe line of dia upto 150mm bore and making connection for new GI pipe as required suitable dia of pipe as on site, inluding necessary connections, fittings complete all as specified and as directed by Engineer in Charge
3
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-
Excavation in trenches for taking out, laying of pipes not exc 1.5 mtr wide and not exc 1.5 mtr in depth and getting out in soft/loose soil complete all as specified and as directed by Engineer in Charge
43.2
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-
M & L for cutting of existing bitumenous road for laying of GI / CI / DI pipe lines of size and make good as before cutting complete all as specified and as directed by Engineer in Charge
4
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-
Returning filling in trenches, including spreading, levelling, watering and well ramming in layers not exc. 25 cm complete all as specified and as directed by Engineer in Charge
39
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-
Removing excavated material to a distance n.exc50m and depositing where directed at a level n.exc 1.5mtr above the starting point complete all as specified and as directed by Engineer in Charge
4.2
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-
Cutting cast iron pipes and reducing to required length before laying for DI pipe of size 100 mm bore complete all as specified and as directed by Engineer in Charge
6
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Cutting cast iron pipes and reducing to required length before laying for DI pipe of size 150 mm bore complete all as specified and as directed by Engineer in Charge
6
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-
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