Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Building Construction
Eprocure
Opening Date24 Dec 2024
Closing Date13 Jan 2025
Tender Amount₹ 39,41,300
Costs
EMD
₹ 78,900Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Provision Of Store Room For Various Sections At Af Stn Lonavla
Description
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Contact
Tender Id
2024_MES_690272_1Tender No
GE/LONAVLA/8295/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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Returning filling in soft/loose soil, including spreading, leveling, watering and well ramming in layers n.exc 25 cm complete all as specified and directed by Engineer-in-Charge.
36.69
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Removing excavated material / soil exc 250 m but n. exc 500 m and depositing where complete all as specified and directed by Engineer-in-Charge.
29.8
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Maroom/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick spread, levelled and watering and well ramming by mechanically complete all as specified and as directed by Engineer-in-charge.
130.5
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Hard core of gauge n exc 63 mm broken stone or boulders deposited spread and levelled in layers n exc 15 Cm thick, watered and rammed to a true surface broken stone or boulders complete all as specified and directed by Engineer-in-Charge.
43
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M&L for PCC 1:3:6 Mix Type C1 (using 20 mm graded stone aggregates), 75mm thick as in plinth protection, complete all as specified and directed by Engineer-in-Charge
37.5
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Material and labour for cement concrete type B1 1:2:4 40 mm thick(20mm graded stone aggregates) for floors finishescomplete all as specified and directed by Engineer-in-Charge
127.5
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M&L for Machine cut kota stone slab flooring 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing with 15mm thick screed bedding CM 1:6 for laying of kota stone complete all as specified and directed by Engineer-in-Charge.
121
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Material and labour for mild steel bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, slabs, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality confirming to TMT bars complete all as specified and directed by Engineer-in-Charge.
5800
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Ditto as per item no 11 but 6mm to 8mm dia in stirrups,spaces and binders complete all as specified complete all as specified and directed by Engineer-in-Charge
1350
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Material and labour for reinforced cement concrete(Design mix) M -30 20 mm graded stone aggregate for Foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc., basement slabs, under reamed piles and mass concrete complete complete all as specified and directed by Engineer-in-Charge.
13.84
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Material and labour for reinforced cement concrete(Design mix) M -30 20mm graded stone aggregate for columns, pillars,piers,posts and struts complete all as specified and directed by Engineer-in-Charge
5.4
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Material and labour for reinforced cement concrete(Design mix) M -30 20mm graded stone aggregate for slab supported on walls,beams and columns in floors,roofs landings,balconies,canopies,deck slab sand in shelves and the like complete all as specified and directed by Engineer-in-Charge
24
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Material and labour for reinforced cement concrete(Design mix) M -30 20mm graded stone aggregate for chajjas/roof projections mass concrete complete all as specified and directed by Engineer-in-Charge
1
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Material and labour for reinforced cement concrete (Design mix) M -30 20mm graded stone aggregate for beams/roof beam,cantilevers,bressumers,lintel over 1.5m span complete all as specified and directed by Engineer-in-Charge
12.92
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Formwork to side of concrete foundation,footing,bases of column raft and raft beams, side and soffits (if any)of foundation and plinth beams and similar work;vertical or to batter flat with rougth finished surface of concrete.
50
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Formwork to side of pillars,posts.struts,piers,column and stsnchions finished surfaces of concrete square,rectangular or polygonal complete all as specified and directed by Engineer-in-Charge.
150
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Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping) of fair finished flat surface of concrete complete all as specified and directed by Engineer-in-Charge.
160
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Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc flat with fair finished of concrete complete all as specified and directed by Engineer-in-Charge.
115
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Material and labour for brick work with Sub class 'B' bricks, straight or curved on plan exc 6m mean radius built in Cm (1:6) complete all as specified and directed by Engineer-in-Charge.
78
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Material and labour for rendering 15 mm thick in cement mortar 1:6 on fair faces of brick work or concrete surfaces, finished fair and even without using extra cement complete all as specified and directed by Engineer-in-Charge.
200
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Material and labour for newly platered surface internally wall surfaces and praparing and applying two coat of acrylic distember 1 quality (ready mix) having VOC content less than 50gms/litr ,of approved manfacturer,of required shade and colour complete as per manfacturer's specification over alkali resistance primimg paint primer over 3.00 mm thick white cement based wall care putty in two layers mooth finish etc complete all as specified and directed by Engineer-in-Charge.
Note:necessary saftey precautions , ladder/scaffoliding etc arranged by contractor.
200
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Material and labour for rendering 5 mm thick in cement mortar 1:3 as in ceiling surfaces, finished fair and evenwithout using extra cement complete all as specified and directed by Engineer-in-Charge..
160
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M&L for preparation of new plastered surface of ceiling and applying three coat of white wash complete all as specified and directed by Engineer-in-Charge..
160
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M &L for rendering 15 mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:4, finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
170
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Material and labour for newly platered external surface of walls with Acrylic smooth exterior paint of required shade praparing and applying two coats applied @1.67lts/10sqm over and including over alkali resistance primimg paint of anti fungal one coat of primer smooth finish etc of approved make & shade on walls and other places complete all as specified and directed by Engineer-in-Charge.. Note:necessary saftey precautions , ladder/scaffoliding etc arranged by contractor.
170
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Material and labour for framed work ornamental and intricated design 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 Engineer-in-Charge.
400
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S&F machine cut and machine polished, green marble, 16-18mm thick in single piece as in cooking platform bedded, window cill,Jambs, Trade, Riser, landing etc jointed and pointed with neat grey cement slurry and pointed with coloured or white cement with pigment to match over and including edsing and rounding and polishing and backing coat of rendering 10 mm thick in CM 1:4 complete all as specified and directed by Engineer-in-Charge..
12.14
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Rounding to edges of stone slabs one edge, such as in steps, cooking platform, and other similar situations complete all as specified and directed by Engineer-in-Charge.
112
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S&F Powder coated aluminium three track, three shutter (equal width) type window miniumum 15 micron anodised with frame made of aluminium sections of size 91.80 x 31.75 x 1.0mm and shutters made out of aluminium sections 39.4 x17.7 x 1.0mm without sash bars including necessary jointing cleats, glazing clips, rubber packing, anodised snap beadings, screws aluminium fittings lockings arragngements etc including 4.00mm thick sheet glass for glazed shutters and stainless steel wire cloth of 0.36mm nominal dia of wire and average width of aperture 1.40mm for wire gauge shutter and including aluminium powder coated saftey grills complete all as specified and as directed.
14.4
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Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat of size 50x100 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum oxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal trength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardantand fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. (M.S. hold fast/ lugs or SS dash fasteners shall be paid for separately). ® Note: For WPC solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. complete all as specified and directed by Engineer-in-Charge.
10.8
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S&F Factory made 30 mm thick single extruded WPC (Wood Polymer Composite) Soild plain flush door shutter comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. Note:Make "RAJSHRI" BRAND
4.8
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S&F in stainless steel sliding door bolt of 300mm long medium weight complete all as specified and directed by Engineer-in-Charge.
2
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S&F in stainless steel butt hinges, 100mm, medium weight complete all as specified and directed by Engineer-in-Charge.
6
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S&F in extruded stainless steel handles, fabricated type of size 150mm in any position complete all as specified and directed by Engineer-in-Charge.
4
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S&F in stainless steel, barrel tower bolts of extruded section of size 200mm complete all as specified and directed by Engineer-in-Charge.
2
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S&F in repair Stainless steel ( SS 202 grade ) Curtain rod 25 mm dia 0.80 mm wall thickness, mild steel, chromium plated including supporitng brackets as per sample complete all as specified and directed by Engineer-in-Charge..
18
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S&F in repairs Stainless steel (Grade 305) ornmental type brackets (Open ends) suitable for curtain rods of 25mm dia complete all as specified and directed by Engineer-in-Charge.
12
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M &L for rendering 10 mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:4, finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.
160
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Material and labour for cleaning the entire roof surface thoroughly to remove all loose particles,dust/dirt particles and applying with one coat of industrial bitumen 85/25 grade at the rate of 1.20 kg/sqm over the plastered surfaces of roof over APP based polymeric membrane minimum weighing 3kg/sqm and minium 3mm thick reinforced with polyester non woven fabric (weight not less than 150 gms/ sqm) laid on primed surfaces by gas flame torch application and applying evenly industrial bitumen 85/25 grade at the rate of 1.20kg/sqm over APP membrane complete all as specified and directed by Engineer-in-Charge. Note:- Make/ brand of APP modified membrane with all associated items shall be any one of Super Thermolay of STP Ltd or Torch Sheild 'P-3160' of Pidilite Industries Ltd or Hyper Plas Polyster of IWL (INDIA) Limited or Super Sheild of M/s Shalimar Bituchem India Pvt Ltd or Torch Tor of Torch Tor Membranes and Bitumen Products Pvt Ltd.
175
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Material and labour for two coats Aluminium paint over APP based polymeric membrane complete all as specified and directed by Engineer-in-Charge.
175
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Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in hard/dense soil
80
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M&L for 75mm thick plain cement concrete 1:4:8 mix,type D2 (using 40 mm graded stone aggregates) as in subbase to floor complete all as specified and directed by Engineer-in-Charge.
80
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M& L for 80 mm thick Machine pressed precast paver block M-40 grade laid over sand cushioning after consolidation set and levelled the paver block on proper level with inter locking and size conforming to IS 15658-2006 with grey cement and pigment etc.complete all as specified and as directed Note: sand cushion will be measured separetely.
80
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Supply only sand cusion for Paver blocks complete all as specified and directed by Engineer-in-Charge.
4
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M&L Plain Cement Concrete Type C2 1:3:6(using 20 mm graded granite stone aggregate) in coping, etc complete all as specified and directed by Engineer-in-Charge..
2.5
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Demolition of brick work or stone boulder masonry,built in cement mortar or cement lime mortar including all quoins, arches, pillars etc, but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified and directed by Engineer-in-Charge.
7.2
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Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed by Engineer-in-Charge
12
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M & L for Point wiring with 1.5 Sqmm (nominal area), FRLS PVC insulated, multistranded, single core unsheathed, copper conductor cables passing through and including providing PVC casing caping with all fittings and accessories of PVC casing caping (like Tee, bend etc.) complete fixed to walls /ceiling etc. with and including 1.5 Sqmm (nominal area) FRLS PVC insulated, unsheathed, stranded, single core, copper cable green in colour as earth continuity wire connecting to common earth point including PVC terminal box fixed with suitable sizes cadmium plated iron screws and washers etc.for mounting switches, sockets, regulators etc complete for one light/fan/bell/buzzer point controlled by one ,one way switches complete all as specified and directed by Engineer-in-Charge.
(a) One light point or one fan point controlled by one switch
25
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All as per item No 51 but One 3 pin socket outlet, 5 Amp independent
5
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All as per item No 51 but One 3 pin socket outlet, 5 Amp on the same board with other switches
6
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All as per item No.2 here in before but wiring with cables of size 2.5 sqmm for wiring & cables of size 2.5 sqmm both (FRLS) as continuous earth wire for one 15 Amps, 3 pin Switch/Socket outlet on Independent board complete all as specified and directed. (Note : cutting chases & making good of disturbed surfaces shall be measured and paid separately).
105
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S & F switch piano, 5 Amp, single pole, flush type one way 230 volts complete all as specified and as directed by Engineer-in-Charge.
31
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S & F socket out let, 2 in 1, 3 pin, 5 Amps, 240 volts complete all as specified and as directed by Engineer-in-Charge.
6
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S & F Switch socket combination, 2 in 1, 5 Amps, flush type, 240 volts complete all as specified and as directed by Engineer-in-Charge.
5
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S & F Switch socket combination, 5 in 1, 5/15 Amps, 240 volts, flush typecomplete all as specified and as directed by Engineer-in-Charge.
5
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S & F Ceiling rose, 3 way PVC insulated body complete all as specified and as directed by Engineer-in-Charge.
25
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Supply and fixing Batten 1x18W(single side supply)for LED TUBE LIGHT pre -coated CRCAA sheett, end caps made up with engineering plastic all as specified and directed.Make : Bajaj (BLRB - DB 118) or equivlent PhilipsHavells.
15
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Supply and fixing ROD 1x18W (single side supply)for LED TUBE LIGHT T8 tube with polycarbonate body all as specified and directed.Make : Bajaj (BLRB - 20W LED) or equivlent PhilipsHavells.
15
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Supply and fixing ceiling fans complete with blades, down rods, electronic regulator and accessories, 230 V, 1200 mm sweep. Min air delivery 210 CFM with service value 6.00 BEE. Five star rated with brushless direct current motor (BLDC)
5
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Supply and fixing LED Building light/street light fitting 35 Watt 230 V AC outdoor type with high pressure die cast aluminum 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.Make: Crompton or equivlent Bajaj/Philips/Havells
4
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S&F MCB DB TPN 4 ways double door with 440 Volt, 200 amps rated bus bar with all accessories flush in the wall including matching the existing surface all as specified and directed Make:Havells QVE series or equivlent legerend/ standard/ indoasian
1
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S&F MCB DB SPN 8 ways double door with 240 Volt, 200 amps rated bus bar with all accessories flush in the wall including matching the existing surface all as specified and directed Make:Havells QVE series or equivlent legerend/standard/indoasian
2
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S&F in repairs MCB SP 5 To 32 AMP, single pole 240 Volts 10KA ''C''&''B'' curve , as per site requirment,complete all as specified and as directed by Engineer-in-Charge.
24
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S&F in repairs MCB SPN 6-32 AMP, 240 Volts 10KA 'C' curve , complete all as specified and as directed by Engineer-in-Charge.
2
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Supply and fixing MCB TPN/FP 40 To 100 AMP 415V 10KA 'C' curve miniature circuit breaker (MCB) of following poles and current carrying capacity in the DB complete with connection testing and commissioning.
1
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M&L for sub main wiring drawing through PVC casing and capping with Wiring alongwith earth wire size 2x4.0 sq. mm +1 x4 sq. mm earth wire earth wire of FRLS is PVC insulated copper conductor, single core cable in surface/recessed as required .Note:-Two run of 4 sqmm wire and One run of 4 sqmm wire and One run of PVC casing caping will be measured as one running meter.
100
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Supply lay and testing cable XLPE insulated screened beded,galvanized steel trip or wire armoured, electric power cables (heavy duty) 1100 Volt grade with stranded aluminium conductor of size 35 sq mm 3.5 core. Including taking down old unserviceable cable any size by dismantling of all electrical connection etc all as diercted by Engineer-in-Charge.
150
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Excavation in trenches n. exc. 1.5 M in width and 1.5 M in deep for laying of pipes and getting out in Soft / loose Soil complete all as specified and as directed by Engineer-in-Charge.
40.5
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Cutting bituminus road as per direction of Engr in Charge for laying of UG cable and match the existing road to the existing system.
30
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Returning, filling including spreading, leveling, watering and well ramming in layers not exc 25cm in soft/soil complete all as specified and as directed by Engineer-in-Charge.
26.85
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Removing excavated material n. exc. 50 M away and depositing where directed at a level n. exc. 1.5 M above the starting point complete all as specified and as directed by Engineer-in-Charge.
13.65
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M&L Sand cushioning for UG cable protection/ducts, consolidated sand compacted with clean dry sand complete all as specified and as directed by Engineer-in-Charge.
13.65
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Supplying and laying factory cast un-reinforced precast concrete cable cover, embossed the mark " LT CABLE" class LV, type 1 with peak, size 250mm x 150mm x 40m laid in trenchescomplete all as specified and as directed by Engineer-in-Charge.
1000
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M&L for earthling complete with galvanized GI earth plate electrode of size 600x600x6.00 mm, buried directly in ground (earth pit not less than 2.25 mtr below normal ground level) with top edge of earth plate not less than 1.5 mtr below normal ground level connected to galvanized earth lead wire 4.0 mm dia by means of volts, nuts, check nut and galvanized iron or steel including earth work in any type of soil, charcoal salt 15 cm around the earth plate as shown in electrical plate No 3 of SSR part1991,20 mm dia watering pipe medium grade 1.50 mtr long GI protection pipe light grade 15 mm dia from earth pit to main board (NOTE:- maximum length of GI protection pipe with each earth shall not be less than 7.5 mtrs) including necessary pit with cover , including testing on complition.
1
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