Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date16 Nov 2022
Closing Date14 Dec 2022
Tender Amount₹ 19,00,000 
Notes
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Costs

Summary

Special Repair Of Main Gate, Provn Of Sentry Post And Scooter, Motorcycle/ Light Veh Parking Shed With Hard Standing

Description

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BOQ Items

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Demolition of brick or stone masonary built in cement mortar including all quoins arches pillars etc but excluding ashlars facing dressed stone work and precast concrete block, complete all as specified and directed.

25

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Demolition of cement concrete un-reinforced in ground floors and pavings n exc 15 cm thickness (below or above ground level, complete all as specified and directed.

6

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M&L for brick work with sub class 'B' brick, straight or curved on plan exc 6m mean radius, built in CM 1:4, complete all as specified and directed.

18.75

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M&L for brick work with sub class 'B' brick, straight or curved on plan exc 6m mean radius, built in CM 1:4, (EXCEPT BRICKS) complete all as specified and directed.

6.25

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M&L for 15 mm thick rendering in CM 1:4 on brick work or concrete surfaces, surface finished even and smooth without using extra cement complete all as specified and directed.

72.5

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M&L for 5mm thick rendering in CM 1:3 on concrete surface of ceiling/chajja/facia finished even and smooth without using extra cement, complete all as specified and directed.

30

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M&L for preparation of new plastered surface of wall and applying two coats of distemper oil emulsion complete all as specified and direceted.

15

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M&L for preparation of new plastered surfaces of walls and applying two coats of cement base paint over a coat of primer on walls complete all as specified and directed.

55

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Excavation over area not not exc 1.5m deep and getting out in hard/dense soil, comlete all as specified and directed.

90

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Excavation over area exc 1.5m but not not exc 3m deep and getting out in hard/dense soil, comlete all as specified and directed.

8.5

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M&L for broken stone hard core of gauge n. exc. 63mm deposited, spread and levelled in layer n. exc. 15cm thick watered and rammed to a true surface complete all as specified and directed.

12.5

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M&L for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed

10.5

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M&L for RCC M-25 Design mix, using 20mm graded crushed stone aggregate for foundation, includng footings, plinth beams, bases for columns, etc complete all as specified & directed.

25.5

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M&L for RCC M-25 (design mix) as in columns, pillars, piers, posts & struts using 20mm graded crushed stone aggregate complete all as specified and directed.

9.25

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M&L RCC M-25 design mix using 20mm graded crushed stone aggregate as in beams, cantilevers, bressumers lintels over 1.5 m span etc.complete all as specified and directed.

2.85

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M&L for RCC M-25 design mix using 20mm graded stone aggregate for slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified & directed.

9.5

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M&L for RCC M-25 design mix using 20mm graded stone aggregate as in fins, chajja, fascias, louvres, parapets, and railings exc. 60cm in height, newels, balustrade, and the like complete all as specified & directed.

2

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M&L for PCC 1:3:6, type C-2, using 40mm graded crushed stone aggregate as in surface channels and drains including necessay form work complete all as specified and directed.

3.5

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M&L for PCC 1:2:4, type B-0, using 12.5mm graded crushed stone aggregate as in coping, benching cills, roof kerb, seismic and other similar bands and the like including weathering slightly rounded or chamfered angles and throating as directed including necessary form work complete all as specified and directed.

2.5

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M&L for use and waste of form work to sides & soffits of floor or roof beam beam haunchings girders bressumers lintels cantilevers shelves including over hang supports etc. for rough finish surface complete all as specified and directed.

28.45

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M&L for use and waste of formwork to sides of concrete foundations , footings, bases of columns, raft & raft beams, sides & soffits (if any) of foundation and plinth beams and similar work vertical or batter for fair finish surface complete all as specified and directed.

37.6

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M&L for use and waste of Formwork to sides of pillars, posts, struts, piers, columns & stanchions incl fair finishes of surfaces complete all as specified and directed.

8.5

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M&L for use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping) for rough finish surface complete all as specified and directed.

59

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M&L for use and waste of Formwork to fins, louvers, fascia fair finished flate/ curved surfaces of concrete flat complete all as specified and directed.

5

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S&F MS TMT bar 10mm dia & over, cut to length bent to shape required including cranking, bending spirally for hopping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.

3175

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S&F MS TMT bar 6mm to 8mm dia cut to length bent to shape required including cranking, bending spirally for hopping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.

525

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M&L MS TMT bars, 5mm dia and over upto and incl 10mm dia as in stirrups, spacers, binders etc cut to shape requred, incl cranking spirally for hooping for columns, hooking ends binding with and including mild steel wire not less than 0.9mm dia complete all as specified and directed.

885

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Returning filling in including spreading, levelling watering & well ramming soil in layers nexc. 25 Cm thick in each layers complete all as specified and directed.

28

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Removing excavated material to a distence n exc 50m and depositing where directed at a level n exc. 1.50 M above the starting point for any type of soil complete all as specified and directed.

82

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Dismantling of cast iron / reinforced concrete drain pipe 600 mm dia jointed in cement mortar and taking out of trenches or wall if required, complete all as specified and directed.

45

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S&F reinforced concrete pipes of 600mm bore class NP-3 with one collar per length of pipe laid in trenches and jointed with CM 1:1 complete all as specified and directed

45

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M&L for glazed ceramic coloured tiles of size 350x250x7mm thick/450x350x7 mm thick fixed over and including 10mm thick screed bed in CM 1:4 on vertical surface such as skirting/dado set and jointed in neat cement slurry and pointed in white cement mixed with colour pigment to match the existing surface complete all as specified.

98

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M&L for MS Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc of Fe-410-W (Gde-E-250) quality B, compete all as specified and directed.

350

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S&F mild steel screw bolts (machine made) dia of neck exceeding 12 but not exc 20 mm with hexagonal or square head at one end and screwed the other end or screwed both end, each screw end to be fitted with washers and one hexagonal or square nuts complete all as specified and directed.

35

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Dismantling plain or corrugated steel sheeting any gauge, thickness, including nainital or similar pattern in roof covering, compete all as specified and directed.

60.5

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M&L for pre- painted galvatume 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 compete all as specified and directed.

105

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M&L for 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 eaves board etc., fixed with self tapping screws compete all as specified and directed.

15.5

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M&L for cutting holes in brick walls built in cement mortar or cement lime mortar and stone walls built in lime mortar for inserting holdfasts and making good dismantled portion in cement mortar (1:3) or PCC (1:2:4) type B-1, depth of embedded portion of holdfasts or lugs measured from the face of the jamb into the wall not exc. half brick complete all as specified and directed.

45

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M&L for mild steel work for fencing posts and struts including embeding in concrete drilling holes, notching for wire, incl all necessary belding, drilling, bolting etc complete all as specified and directed.

450

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S&F galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolt, including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins complete all as specified and directed.

31

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M&L for punched tape concertina coil 610mm dia, made out of 2.60mm dia ( + 0.05mm) high tensile spring steel wire (1620 Mpa) with having zinc coating of 120 gms/Sqm as per IS : 228. Each coil having a min 50 turns (circles), average weight 7.50 to 8 Kg ( + ) 5% incl handle and spikes at both ends of coil errect and fixed on top of the 'Y' shape fencing, tied to the barbed wire/ angle iron with suitable GI binding wires complete all as specified and ditected. Specifications:- Diameter: 610mm, No of Rounds: 50 Rounds stretch of each coil: 6.00-8.00 meter, Total length of straight wire in each coil: 94.26 mtr, barb length (mm) : 11.50mm ( + 2.00mm), weight of each coil: 7.50 to 8.00 Kg.

30

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S&F stainless steel grade 304, 1.0mm thick letters 300mm height complete all as specified and directed.

35

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Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in any type of soil, comlete all as specified and directed.

54

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Excavation in trenches not exceeding 1.5m wide and 1.5 m depth for foundation etc, not.exc 10 Sqm on plan and getting out in hard/dense soil complete all as specified and as directed.

4

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Use and waste of Formwork to chullah hoods chajjas trough and similar items for rough finish surface complete all as specified and directed.

2

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M&L for brick work with subclass 'B' bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6, complete all as specified and directed.

5

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M&L for brickwork with sub-class 'B' bricks, straight or curved on plan to any radius in half brick thick walls, built in cement mortar 1:4 complete all as specified and directed.

5

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M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished & even and smooth mixed with water proofing compound complete all as specified and directed. Note : WPC will be measured and paid separately.

28

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M & L for rendering 15mm thick on other than fair faces of brick work or concrete surface in CM 1:6 surface finished even and smooth without using extra cement, at any height complete all as specified and directed.

20

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M&L for 75mm thick PCC 1:3:6, type C-2, using 40mm graded crushed stone aggregate as in plinth protection, path, hardstanding, finished concrete surfaces even and smooth without using extra cement, complete all as specified and directed.

6

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M&L for 100mm thick PCC 1:4:8, type D-2, using 40 mm graded crushed stone aggregate as in sub base finishing concrete surfaces even and rough to receive top layer complete all as specified and directed.

37.5

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M&L for 20-25 mm thick machine cut kota stone slab as in flooring over and including 20mm thick screed bed in CM (1:4), laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including necessary grinding, rubbing, rounding to exposed edges and polishing complete all as specified and directed.

2.5

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M&L for 20-25 mm thick machine cut kota stone slab as in skirting/dado fixed over and including 10mm thick rendering in CM (1:4), laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including necessary grinding, rubbing, rounding to exposed edges and polishing complete all as specified and directed.

1

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M&L for preparation of newly plastered surface of wall and applying two coats of oil bound distemper over and including chalk whiting priming coat complete all as specified and directed.

20

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M&L for applying three coats white wash on new plastered surfaces of ceiling, including preparation of new surfaces, complete as specified and directed.

5

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Spreading, levelling watering & well ramming excavated soil, in layers n. exc. 25 cm thick in each layers complete all as specified and directed.

2.5

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S&F pressed steel frames (made of 1.25 mm thick sheet) for doors of size 125x60 mm with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc, complete all as specified and directed.

5.2

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M&L PCC 1:3:6, type C-1, using 20mm graded crushed stone aggregate as in filling back of pressed steel frame complete all as specified and directed

0.5

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S&F 2nd class hard wood factory made paneled shutters 35mm thick (two panel) with lock rail and panel of 9mm BWP commercial ply or 12mm veneered particle board with commercial veneering on both faces the size of rails and stiles as per IS 1003 (part-I) kiln seasoned and chemical pressure treated complete all as specified and directed.

2.1

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S&F aluminium handles, cast type, anodised 125 mm size compete all as specified and directed.

4

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S&F 200 mm aluminium anodised barrel tower bolt of extruded section and fixed, compete all as specified and directed.

4

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S&F 300 mm long aluminium alloy, anodised sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy and fixed complete all as specified and directed.

1

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S & F steel window with side hung shutter including projecting type hinges with steel handle and steel peg stay complete with galzing bars dovetailed or welded complete all as specified and directed.

1.2

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S & F steel window with side hung shutter including projecting type hinges with steel handle and steel peg stay complete without galzing bars dovetailed or welded complete all as specified and directed.

1.2

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S&F 4mm thick sheet glass ordinary quality and glazing with oil putty / wooden beads etc in squares n.exe 0.50 Sqm in each pane complete all as specified and directed.

1.2

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S&F stainless steel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with tinned tacks or galvanised wire staples complete all as specified and directed.

1.2

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M&L for preparing new or previously untreated surfaces of wood and wood based materials of any description over 10 cm in width or girth and applying two coat of synthetic enamel paint over a coat of pink primer complete all as specified and directed.

4

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Supply only integral water proofing compound complete all as specified and directed.

1

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M&L for roof treatment by cleaning of roof slab surfaces including sweeping clean and washing down with water to remove dust & providing water proofing treatment with polymeric standard water proofing membrane complete all as specified and directed as under : (a) M&L preparation of plaster surfaces /RCC roof surfaces and applying one coat of oil bound bituminous primer @ 0.30 Ltr/sqm (b) Supplying and laying modified polymeric water proofing membrane super thermo 3mm thick of weight not less than 3kg /sqm reinforced with polyester non woven fabric weight not less than 150gm/sqm center core including coping on the surfaces with torch application of membrane with 10cm over laps as required. (c) Applying one coat of bitumen 85/25 @1.2 kg/sqm (d) Applying two coats of aluminium paint @ 0.20 kg/Sqm Note:- The work of water proofing treatment shall be got executed through expert team of manufacturers or authorised applicator of manufacturer.

8

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M&L 75mm thick PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate as in sub base complete all as specified and directed.

48

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M&L for chequered cement concrete tiles pre polished lacuqer and glossy finish 20cmx20cmx22-25mm thick, set , jointed and pointed in neat cement slurry with grey cement and pigment in floors fixed over and including 15mm thick screed bed in CM (1:6) as in sub base of floor complete all as specified and directed.

48

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Excavation in post holes (or similar holes) each n. exc. 0.5 cum in hard/dense soil and getting out returning filling in and ramming earth or broken rubble mixed with eareth around in layers not exc. 25 cm watering and removing surplus soil to a distance n. exc 50 m and making good surface complete all as specified and directed.

20

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S&F rolled section as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and fixed with angle cleats or other connecting plates incl welding etc Fe-410-W (Gde-E-250), quality-B, complete all as specified and directed.

800

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M & L for machine pressed precast interlocking paver block of any size any shape conforming to IS -15658 - 2006 of 100mm thick, M-50 Grade, with grey cement and pigment set over sand cushining as required complete all as specified and directed.

30

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Excavation in trenches n exc 1.5 mtr wide and n exc 1.5 mtr in depth for foundation etc, or for shafts, wells, cesspits manholes, pier holes etc n exc 10 Sqm on plan and n exc 1.5 mtr in depth and getting out in soft/loose soil.

2

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S&F in repair LED Flood light 120W decorative type , IP-66 having powder coated PDC Aluminium body with toughned glass visor fitted inbuilt LED driver, 5700K, efficiancy min 100 lumens/watt duly electrical connection with suitable size of wire from fittings to ceiling rose as per site requirement complete all as specifed and directed.

6

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S&F ceiling rose, PVC/ Polycarbonate isolated body, surface backlite, 65x20mm three terminals complete all as specified and directed

6

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S & F Distribution board (DB's) 8 way SPN double door with 200Amps busbar, Neutral link, having sheet metal enclosures for suitable for MCB TPN, as incomer complete as specified and directed.

1

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S&F MCB SP 6-32 amp rating 240V, 10KA B-Curve incl all terminals and fittings etc., complete as specified and all as directed.

4

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S&F MCB TPN 32 amp rating 415V, 10KA, B-Curve incl all terminals and fittings etc., complete as specified and all as directed.

1

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M&L for submain wiring with two run of single core 6 Sqmm (Nominal area) PVC insulated FRLS sheathed copper cable connecting to common earth dolly drawn in and incl PVC rigid conduit 20mm dia with all necessary fittings and accessories and one run of PVC insulated and unsheathed single core cable with copper conductor of size 6 Sqmm as earth wire (green colour) incl taking down existing unserviceable wiring, with all accessories complete all as specified and directed. Note: Two run of 6sqmm and 1 Run of 6sqmm wire and one Run of PVC Conduit shall be measured as One RM

75

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S&F or passing through pipe, XLPE insulated, Armoured, Electric power UG cable (Heavy duty) with aluminium conductor, 1100 volts grade, nominal cross sectional area 10 sqmm 4core including brass compression cable gland, terminal lug etc and testing complete all as specified and directed.

20

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Supply, fixing or laying HDPE (DWC) tubing 40 mm dia as per IS:16205 part 24 fixing on poles, walls under floors, laying on surface etc as reqd at site complete as specified and all as directed. Note: Rate for all accessories such as bend, joints, nut bolts, clamps deemed to be included in quoted rates.

15

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