Military Engineer Services Tender
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Military Engineer Services - MES Tender
Eprocure
Opening Date8 Sep 2018
Closing Date2 Oct 2018
Tender Amount₹ 12,23,125
Costs
EMD
₹ 30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_MES_212662_1Bid Award Id
ViewTender No
GE 861EWS-13/2018-19Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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M&L for PCC 1:2:4 type B-1, 50 mm thick using 20mm graded crushed stone aggregate as in flooring finishing even and smooth without using extra cement complete all as specified and as directed.
300
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Plain cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregates as in mud stops, benching, string courses, lacing courses, copings, kneelers, apex stones, bed plates, kerbs, bond stones and the like including weathering, slightly rounded or hamfered angles and throating and including necessary form work, as directed
6
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M&L cement concrete coloured chequered tiles 20cmx20cmx25mm thick in floors over and including 15mm thick cement screed bed in cement mortar 1:4 set and jointed in neat cement slurry in floors with grey cement and pigment all as specified and as directed.
400
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Machine pressed precast concrete interlocking paver blocks any shape and size confirming to IS15658-2006 of 80 mm thick, M-35 grade with grey cement and no pigment over and including 40 mm thick dry sand cushion all as specified and as directed.
300
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Walling of random rubble stone masonry built in cement mortar (1:6), uncoursed, well bonded, bedded and solidly hearted and pointed flush the surface in contact with earth in same mortar as the work proceeds, including demolition of brick work built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed.
Note :- Qty shall be measured after deducting the qty of concrete bond stone.
70
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All as per srl item 8 above but except stone all as directed.
20
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Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints as specified of random rubble walling of lime or sand stone, uncoursed or brought upto courses with a maximum deprerssion on face from stright edge held against the dressed surace not exc 40mm completee all as specified
180
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Pre cast cement concrete 1:2:4 type B-1 (using 20mm graded crushed aggregate) as in bond stone in lieu of stone bond stones, set in cement mortar 1:6, complete all as specified and directed.
4
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M&L PVC pipe 75 mm bore single socket in any length fixed in stone masonry as weep holes all as specified and directed.
30
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Raised pointing to Random or polygonal rubble uncoursed or brought upto courses in cement mortar 1:4, complete all as specified
15
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Plain cement concrete 1:3:6 type C-2 using 40 mm graded stone aggregate as in drains or surface channels complete, all as specified .
10
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PCC (1:4:8) type D-2 (Using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed by Engineer-In-Charge.
10
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Brick work with sub class `B` old size bricks straight or curved on plan exceeding 6 mtr mean radius and built in cement mortar 1:4 complete including demolition of brick work built in cement mortar including all quoins, arches, pillars etc all as speecified and directed
25
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All as per srl item 16 above but except bricks all as directed.
5
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M&L rendering 15 mm thick (10 mm thick dubbing coat & 5 mm thick floating coat) on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished even and smooth (with out using extra cement) including taking down cement plaster on brick wall etc incl racking out joints hacking for key scrubbing down with water etc complete all as spd & directed
150
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M&L rendering 10 mm thick on other than fair faces of brick work or concrete surfaces in cm 1:6 finished even and smooth (with out using extra cement) including taking down cement plaster on brick wall etc incl racking out joints hacking for key scrubbing down with water etc complete all as spd & directed
150
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M&L rendering 15 mm thick (10 mm thick dubbing coat & 5 mm thick floating coat) on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished even and smooth (with out using extra cement) complete all as spd & directed
100
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M&L rendering 10 mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:6 finished even and smooth (with out using extra cement) complete all as spd & directed
50
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M & L Preparation of new plastered surfaces of wall and applying two coats of cement base paint over one coat of alkali resistant primer complete all as spd & directed
300
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S&F in repair mild steel framed work such as grills, grating etc with end of bars shouldered and/ or riveted forged into spikes, framed guard bars, railings and similar work complete conforming to Fe-410-0 or Fe-310-0 complete all as specified.
200
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S&F in repair Reinforced concrete pipes, 450 mm bore, class NP2, laid and jointed complete with coller all as spd & directed.
5
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PCC (1:3:6) type C-2 (Using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed by Engineer-In-Charge.
8
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Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground all as directed by Engineer-in-Charge.
125
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Excavation in post holes (or similar holes) each n.exc 0.5 cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exc 25 cm in soft/loose soil all as directed by Engineer-in-Charge.
50
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Mild steel work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc., and similar work confirming to (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified.
1625
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Supply and fixing in repair Galvanised 2 strand, steel barbed wire 2.24mm dia barbeb 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 ans provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) all as specified.
40
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Dismantling expanded metal, any thickness or mesh, fixed with steel or wood fillet weight n.exc 4kg & refixing the same to after repair wok all as directed.
400
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Preparation of surfaces of any description over 10 cm width or grith and applying two coats of synthetic enamel paint over a coat of red oxide all as directed.
150
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Providing and fixing concertina coil fencing with punched tape concertina coil 610 mm dia, having 50 Nos rounds per 6 metre length, 125 to 127 Clips, spring core wire (2.5 mm thick) of high tensile strength of 165kg/sq.mm with tape (0.52mm thick), weight of each 6m concertina coil not less than 8.4 Kg and fixing the same on existing Y-shaped angle iron, stud tied with G.I. staples and G.I.clips to retain horizontal, including necessary bolts, all complete as per directions of Engineer-in-charge.
150
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