Military Engineer Services Tender
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Costs
EMD
₹ 1,31,500Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_685926_1Tender No
CWE/P-37/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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M&L PCC 1:2:4 type B-0 (using 12.5 mm graded crushed stone aggregate) as in padding over roof slab for providing proper slope 1:40 and avg thickness 50mm or less and finished the surfaces even and smooth wihtout unsing extra cement complete all as specified and directed.
46
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M&L for PCC 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in coping, benching, PCC, block for hold fast including all necessary from work, complete all as specified and directed.
2
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Demolition of brick work stone/ boulder masonry built in cement mortar including all quoins, arches, pillars etc, complete all as specified and directed.
3
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M&L for brick work with sub class ‘B’ bricks straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6, complete all as specified and directed.
2
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All as per item 7 above, but except bricks.
1
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Taking down chowkhats of frames n exc 1.5 Sqm (without taking off shutters from the frames), complete all as specified and directed.
32
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S&F for Steel windows with tubular frame factory made with glass glazed shutter, and glass panes shall be measured and paid separately of size 79mmx39mm,16 gauge rectangular tubular frame with side hung shutter with glazing bars 12x3mm flat iron incl projecting type hinges with steel handle and steel peg stay dovetailed or welded incl 2 Nos tower bolts 100mm long and 10mm square bar grills complete, including two coats of synthetic enamel paint over one coat of red oxide primer all as specified & pattern shown in drg No CEPZ/ID-245/01 and 246/02 sheet ½ & 2/2.
50
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S&F in repair sheet glass 3.00mm thick ordinary quality and glazing with oil putty and pins in square n.exc 0.50Sqm in each panes, complete all as specified and directed.
35
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Taking down cement plaster on brick/stone wall etc including raking out joints hacking for key scrubbing down with water etc, complete all as specified and directed.
2150
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M&L for Rendering 15mm thick in cement mortar 1:4 on brick work or concrete surfaces finishing the surfaces even and smooth without using extra cement including formwork up to 6mtr height, complete all as specified and directed.
700
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M&L for Rendering 10mm thick in cement mortar 1:6 on fair faces of brick work or concrete surfaces finishing the surfaces even and smooth without using extra cement including formwork up to 6mtr height all as specified.
650
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M&L for Rendering 10mm thick in cement mortar 1:3 as in ceiling/ Column/ beam on fair faces of brick work or concrete surfaces finishing the surfaces even and smooth without using extra cement including formwork up to 6mtr height all as specified.
800
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M&L for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces all as specified and directed
60
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M&L for preparation of New plastered surfaces of wall including scaffolding up to 5m height, two coats of cement base paint over a coat of primer on newly plastered surfaces of wall complete all as specified and directed by Engineer-in-charge.
700
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M&L for preparation of surface and applying two coat of Fire resisting paint on Surfaces of any description wood, steel, iron, concrete, brick, stone, etc., exceeding 10cm in width or girth of any shades as approved over old surfaces of walls/ceiling including preparation of surfaces as per manufactures instruction complete all as specified and directed.
1450
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Demoliton of cement concrete (unreinforcement) of any description in any position not specifically provided for, all as specified.
13.13
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M&L for 75mm thick cement concrete (1:3:6) type C-1, using 20mm graded crushed stone aggregates as in plinth protection in panels including finishing the surfaces even and fair, complete all as specified & directed.
175
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Demolition of cement concrete (unreinforced) in ground floor and paving n.exc 15 cm thickness (below or above ground level), complete all as specified & directed.
96
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M&L for providing 100 mm thick, PCC 1:2:4 type B-1, using 20mm graded stone aggregate as in sub floors complete all as specified and directed.
960
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M&L for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade 'A', complete all as specified & directed.
45
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M&L rendering 10mm thick on concrete in CM 1:3 in facia or edging of chajjas,ceiling and roof projection etc incl taking out pealed off plaster/concrete and making good to cracked RCC surface in true line /shape by providing RCC 1:2:4 type B1 using 20 mm graded crushed stone aggregate including all necessary form work to thickness at required at GF and FF finish even and smooth without using extra cement complete all as specified and as directed by eng-in charge.
NOTE- the rate will be inclusive of scafolding for single or double storey including making hole in brick work and making good in cement mortar.
40
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Dismantling wrought iron/ door or mild steel work of any description complete all as specified and directed.
19
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S&F Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing Fe 410-W (Gde E-250) quality -A including filling of concrete 1:3:6 type C-1, complete all as specified and directed.
1900
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S & F for Mild steel, thickness of sheet 1.25mm plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required
40
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S & F for Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) including filling of concrete 1:3:6 type C-1 completed all as specified & directed.
250
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S&F for Steel roller of any dia for rolling shutters complete all as specified & directed.
56
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M&L for preparation of new or previously untreated surfaces of steel of any description not otherwise described over 10 cms in width or girth and applying two coat of fire resisting paint , complete all as specified and as directed.
100
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M & L for taking down old MS gates of any size, type and repairing the gate including necessary requirement if any, fixing the joints of gates to its original position , fixing of MS sliding door & angles, channel and roller at the bottom and top of the gate for easy movement and making good the disturbed surface and refixing the gate to its original position after making the gate fully functional to complete satisfaction of Engr in charge complete all as spd & directed
2
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Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out any type of soil complete all as spd & directed.
1500
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Removing excavated material (Soil) to a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified.
225
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M&L Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface.
230
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M & L for Pavement quality concrete (PQC), 150mm thick, of minimum 28 days field Flexural strength of 45Kg/ Sqcm or 4.5 Mpa, aggregate gradation as per Table 3 of IRC 15 2017, coarse aggregate of clean, hard strong, dense non-porous and durable pieces of crushed stone gravel, fine aggregates of clean natural sand crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240°C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50 m width, including curing and tining by Texturing cum Curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause 10 1 14 and Tabl~ 9 of IRC' 15-2017 complete all as spd & directed.
226
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M&L for Forming 25 mm width expansion joint in concrete slab for full depth of PQC. Early entry saw and subsequent cutting by using diamond bit cutter appropriate size. straight and smooth edges. Join cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The join then filled with pre-molded 25 mm thick compressible polyethylene closed cell type filler board as specified thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and filled with polyurethane based sealant complying with BS 5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacture complete as specified and directed.
2
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M&L for Cutting of construction joints 25 mm deep and 10 mm wide by early entry saw cut using diamond bit cutter of appropriate size, straight and smooth edges. Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and othe debris Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 12 mm dia, application of bond breake tape on top of back up rod for complete width of the joint and filled with polyurethane based sealan complying with BS-5212, BS 4254 and EN- 141875 2003 with minimum movement accommodation factor (MAF) of +I- 30% having minimum 10 year performance guarantee, applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed
3
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M&L for Forming dummy/contraction joint with an initial saw cut of 3 mm soon after the concrete has set, upto a depth of 1 J3rd to 1 /41h the thickness of the slab widening the first saw cut to 6 mm and 24 mm deep by using diamond bit cutter of appropriate size straight and smooth edges Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant. Placing of closed cell, medium density, crossed linked polyethylene foam backup rod of 8 mm dia application of bond breaker tape on top of back up rod for complete width of the joint and filled with polyurethane based sealant complying with BS 5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) OF +/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer complete as specified and directed
70
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M&L for Clean existing reinforcement with wire brush/rotary wire brush to make surface free from rust scales, loose material, dirt etc complete and providing applying two coats of rust remover and two coat of alkaline rust converting primer/zinc primer and form a corrosion resitant, insoluble and adherent protective layer, including cleaning the reinforcement, wire brushing to remove loose rust spalls, with time interval of 1 hour between the coats use in column. Make : Fosroc Nito bond EP or equivalent agent.
105
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All as per item No 39 above but in Beam.
95
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All as per item No 39 above but in Slab/ Wall
200
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Providing and applying, brush application, curing to form anticorrosive with high bond strength of anticorrosive polymer modified cementitious coating for corrosion inhibiting protection of reinforcement in one layers of total thickness of 2 mm in Column.
105
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All as per item No 42 above but in Beams.
95
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All as per item No 42 above but in Slab/ Wall.
200
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Rebuilding the section of damaged RCC elements to its original size or as directed by Engineer-in-Charge in thickness exceeding 40 mm but not exceeding 100mm by providing and casting with pre-packed dual shrinkage compensated micro concrete of minimum grade of M40 and above including providing and fixing of watertight foam faced finish shuttering all lead and lift mixing placing, deshuttering, levelling the surface by grinding off cementitious slurry of construction joints of differences in any to satisfaction of Engr-in-charge, curing etc in Column complete all as specified.
7.5
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All as per item No 45 above but in Beams
10
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Rebuilding the section of damaged RCC elements to its original size or as directed by Engineer-in-Charge in thickness not exceeding 60 mm in layers of min thickness exceeding 20 mm and avg thickness 40 mm each by providing and applying ready mixed duel shrinkage compensated thixotropic mortar (PMM) of minimum grade M40 and above, including all lead lift, mixing by addition of water only as per manufacture's recommendation, levelling the surface, curing etc in Slab/Wall complete all as specified.
200
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Disconnectiong, dismentling and taking down carefully single pointed air termination copper/ aluminium rod incl GI Pipe any size incl nuts & bolts complete all as specified and as directed.
36
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Disconnecting, dismentiling and taking down carefully any type of Strip size complete all as specified and as directed.
560
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M&L for plain Cement concrete 1:2:4 type B-1, (Using 20 mm graded aggregate) as in foundation block for fixing GI pipe for installation of air termination rod etc. complete all as specified Note:- Unit rates includes for provn of form work for rough finished surfaces and finishing the exposed surfaces with 5 mm thick rendering in CM 1:3 all specified.
2
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M&L for earthing with steel earth plate electrode of size 60x60cmx6mm thick buried directly in ground to a depth not less than 2.25 mtr deep below normal ground level with top edge of the earth plate not less than 1.5 mtr deep below normal ground level connected to galvanized iron strip of size 32x6mm as earthing lead by means of nuts, bolts and washers of GI and GI strip protected by provision of GI medium grade pipe 40mm bore, 20mm dia GI medium grade watering pipe with funnel and wire mesh, RCC pit cover of size 300x300x40mm reinforced with XPM having weight not less than 4Kg/sqmm including 6mm thick MS bar handle made to shape, PCC pit with 1:3:6 type C1 with angle iron frame made of angle iron of size 40x40x4mm, adequate qty of charcoal dust and salt layers all around the earth plate, excavation , earth work in any type of soil, removal of excavated soil and returning filling in all as required at site complete all as specified in plate No 3 of SSR Part-I and all as specified or indicated including testing on completion.NOTE :-Rates inclusive of necessary excavation in any type of soil, earth work, PCC pit, RCC cover, funnel with watering pipe, GI earth strip upto 7.5 m long for connecting to test point etc. all as required at site for complete earthing).
18
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S&F single point air termination aluminium rod, 12 mm dia, 300 mm long.
36
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S&F for Aluminium strip 25 x 3.15mm with saddles and fixing screws etc. for roof conductors and down conductors above ground, complete all as specified and directed.
500
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S&F for & install for GI strip 32 mm x 6 mm burried in ground, complete all as specified and directed.
60
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S&F for test point termination block of size 75 mm x 75 mm x 25 mm made of Gun Metal or phospherous bronze drilled and screwed including 3 Nos, 8 mm dia 25 mm long hex head screw and box of size 90 x 90 x 90 mm (Made out of 1.6 mm thickplain brass sheet) and screwed to wall for protection of test point, complete all as specified and directed.
16
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S&F for Pipes galvanized "Medium class" supplied and laid complete including fitting 40 mm (1.5") dia (For fixing air termination rod as pipe post 36 Nos x 1.2 mtr long = 43.2 RM), complete all as specified and directed.
45
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Notes : The Schedule of Credit amount shall be deducted from the total of this schedule(BoQ) to arrive at Contract Sum.
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