Military Engineer Services Tender
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Costs
EMD
₹ 1,37,500Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_685587_1Tender No
CWE/D-42/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
REPAIR TO RAIN WATER PROTECTION SHED STORM WATER DRAIN HARDSTANDING INTERLOCKING TILE CHEQUEERED TILE CHAIN LINK FENCING COMPOUND WALL AND OTHER MISC WORK UNDER GE CENTRAL DELHI CANTT
REPAIR TO RAIN WATER PROTECTION SHED STORM WATER DRAIN HARDSTANDING INTERLOCKING TILE CHEQUEERED TILE CHAIN LINK FENCING COMPOUND WALL AND OTHER MISC WORK UNDER GE CENTRAL DELHI CANTT
REPAIR TO RAIN WATER PROTECTION SHED STORM WATER DRAIN HARDSTANDING INTERLOCKING TILE CHEQUEERED TILE CHAIN LINK FENCING COMPOUND WALL AND OTHER MISC WORK UNDER GE CENTRAL DELHI CANTT
BOQ Items
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Taking down cement plaster in any thickness from brick or stone etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified.
1200
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M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1 : 4 finished even and smooth without using extra cement complete all as specified. Note : Water proofing compound shall be measured separately under appropriate items
2400
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Supply only Integral waterproofing compound complete all as specified by Engineer-in-Charge
250
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M&L for preparation of newly plaster surface of wall surface applying two coats of weather proofing exterior acrylic emulsion paint by spray gun/ spray machine incl one coat of primer complete all as specified and all as directed by Engr- in-charge.
2400
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M&L for complete removal of existing treatment from external surfaces of wall by mechanised sander of Asian paints truecare wall sander or equivalent makes viz Xpress sanding machine having suction vaccum bag or by manual scrapping tools where mechanical removal is not possible complete all as specified and all as directed by Engineer in charge and two coats of weather proofing exterior emulsion paint by spray gun/ spray machine incl one coat of primer up to 4 story bldg/boundary wall complete all as specified and all as directed.
3000
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M&L for preparation of old decoreated/undecoreated external wall applying two coats of cement base paint by spray gun/ spray machine up to 5 storey bldg/boundary wall complete all as specified and all as directed by Engr- in-charge.
1600
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Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in Hard/dense soil complete all as specified and directed.
140
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M&L for providing PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation complete all as specified & directed.
18
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M & L Formwork to sides of concrete foundations, footings, bases of
columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams;and similar work; vertical or to batter complete all as specified & directed
180
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M & L Formwork to sides of pillars,posts, struts, piers, columns and stanchions complete all as specified & directed
110
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M & L for TMT bars 10 mm dia and over as in reinforcement. complete all as specified and as directed
4800
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Ditto item No 14, but 5mm dia and over upto andincluding 10mm dia in stirrups, spacers and binders
600
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M&L for cement concrete M-25 design mix (using 20mm graded stone aggregates) foundation, including rafts footings, foundation beam plinth beams bases for column etc basement under reamed piles and mass concrete complete all as specified & directed.
42
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M&L for cement concrete M-25 design mix (using 20mm graded stone aggregates) beams, cantilevers bressuments etc complete all as specified & directed.
22
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M&L for cement concrete M-25 design mix (using 20mm graded stone aggregates) column Pillar post RCC Wall etc complete all as specified & directed.
20
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Returning filling in, incl spreading levelling watering and well ramming in layers n exc 25cm (after the pipes have been laid and tested) in soft/loose/disintegrated soil or rocks complete all as specified.
50
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Removing of excavated material (soil) to a distance not exceeding 50 metres and depositing where directed at a level not exceeding 1.5metre high from the starting point, complete all as specified and as directed.
80
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M & L Providing, cement concrete coping with plain fair faces incl chamferes weathering throating etc type B 1 1:2:4 (20 mm graded stone aggegate) complete all as specified and as directed
6
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Dismantling wrought iron or mild steel work of any description not otherwise provided complete all as specified and as directed
0.6
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Dismantling /Demolition of old existing fencing arrangement fixed by wooden Bali/bamboo and green cloth complete all as specified and as directed.
600
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S & F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)
30
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S&F Punched tape concerntana coil (PTCC) razor blade having minimum weight of 8.75 Kgs (+) or (-) 5% per coil stretched to a length of 5 to 6 mtrs (50 turns) to achieved 610mm dia with fencing to steel posts and to another coils MS nibs all shown in drawing including fixing with special all as specified and directed by Engineer-in-Charge
20
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M&L mild steel work as in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS-1161-1979 grade St-240 including two coats of synthetic enamel paint over a coat of red oxide complete all as specified and directed. conforming to Fe -290 Gde E-165 comple all as specified and directed.
1400
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S&F in MS Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, including two coats of synthetic enamel paint over a coat of red oxide complete all as specified and directed. conforming to Fe -290 Gde E-165 comple all as specified and directed.
2000
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M&L framed work such as grills, grating etc with ends of bars shouldered or riveted or forged into spikes framed guard bars, railing and similar work confirming to Fe - 290-0 or E-165 including two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed
2000
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Dismantling Asbestos cement (corrugated,semicorrugated, etc.) sheets in roof
coverings complete all as specified and directed
280
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Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified
280
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S&F Chain link MS galvanisd fencing, including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc.incl provission of binding wire any size or type complete all as specified and directed.
1800
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S&F Mild steel screw bolts (machine made) any dia size 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, n exc 5 cm long complete all as specified and directed.
160
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Supply only Mild steel in flat, round or square bars, in available lengths Fe 450 W (Gde E-250 quality A)
800
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Demolition of cement concrete (reinforced) of any position in any position not otherwise specifically provided complete all as specified and directed by Engr-in-Charge.
14.9
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M &L for drain covers with plain faces using RCC 1:2:4 type B1 and set in CM 1:4 including formwork complete all as specified.
14.9
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Demolition and breaking up drain pipes of 200mm dia and more (Salt glazed ware, AC or Reinforced concrete) set in cement mortar
260
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S&F DWCPE(SN4) 200mm diameter sewage pipes including snap fit coupler and rubber ring incl testing ,properly jointing and laying in trenches to a level bed complete all as specified by Engineer-in-Charge
260
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M & L for concrete (1:3:6) type C2 as in bed suitable for 200 mm bore of pipes including forming cradles; complete all as specified by Engineer-in-Charge
260
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Demolition of cement concrete to ground floor(unreinforced) and paving n.exc 15cm thickness (below or above ground level) and removing rubbish of out side MOD land.
90
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M&L 75mm thick PCC (1:4:8) type D 2 (40mm graded stone aggregate) as in sub base, complete all as specified.
1450
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M&L Sand filling (sand cushioning) under floors or in foundation incl watering and consolidation all as spd and directed.
36.25
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M&L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness M-35 grade with grey cement and pigment all as spd and directed
1450
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M& L 300 x 300 mm , 22 to 25mm thick PVC rubber moulded chequered cement concrete tiles, set, jointed and pointed in near cement slurry in floors including 15mm thick screed bed in floor in C M 1:6 including 25mm thick cement concrete 1:2:4 type B-1 (20mm graded stone aggregate) including demolition of existing flooring/hardstanding all as specified and disposing to debries etc all as directed.
784
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M&L cement concrete 1:2:4 type B-O (20 mm graded stone aggregate) as in flooring 100 mm thick, including demolition of existing flooring in panell all as specified and disposing to debries etc.complete all as specified.
340
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M & L Providing, Type B1 (1:2:4) 20 mm graded aggregate cement concrete in roof kerbs or mud stops, rounded or chamfered on edges in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including eathering, slightly rounded or chamfered angles and throating, as directed
10
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M& L for cement concrete 1:3:6 type B2 (using 20 mm graded stone aggregate) as in plinth protection 75 mm thick laid in bays and surfaces finished even and fair, including filling the joints with bitumen mastic including demolition of existing surface all as specified and disposing to debries etc all as directed by Engr-in-Charge.
425
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