Military Engineer Services Tender
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Costs
EMD
₹ 1,15,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_669356_1Bid Award Id
ViewTender No
CWE/TKD/GUR/TOKEN-40 OF 2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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All as per item No 03 here-in-before but in stirrups/binders complete all as specified and as directed by Engr-in-Charge.
150
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M&L 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) complete all as specifed and directed by Engr-in-Charge.
50
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M&L use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 5 cm but n exc 10 cm wide complete all as specifed and as directed by Engr-in-Charge.
200
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M&L for reinforced cement concrete (nominal mix) type B-1 1:2:4 (using for 20 mm thick crushed stone aggregate) in slabs supported on walls, bends, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc complete all as specifed and as directed by Engr-in-Charge.
5
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M&L for cleaning of RCC SWT tank by dewatering removing all deposite materials like sand silt, sludge, impuritie etc, washing of side walls, scraping with iron brush to removal all type of scales, filling up cavaties by cement motar 1:1 and washing walls with lime powder complete all as specified and directed by Engr-in-Charge.
6
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M&L for 75 mm thick in PCC 1:3:6 type C-2 using 40mm graded aggregate as in Plinth protection including 6x10mm grove in every 3Mtr including bitumen mastic filling in joints complete all as specified and directed by Engr-in-Charge.
110
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M&L washed stone grit plaster on exterior walls in two layers under layer 12mm cement plaster 1:4 (1cement 4coarse sand) furrowingthe under layer with scratching tool applying cement slurry @ 3kg/sqm top layer 15mm cement plaster 1:1/2:2 ( 1white cement 1/2 coarse sand : 2 stone chipping coloured 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing & washing the top layer with brushes & water to expose the stone chipping and taking down old grit plaster complete all as specified pattern decided by Engr-in-Charge.(payment for providing grooves shall be made separately).
Note:- Top layer of shade be of white cement using colouring pigment & stone chipping of desired colour as approved.
730
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Forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge
940
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M&L for pre cast Kerb stone with plain fair faces 300x150x300 mm depth of PCC 1:1 ½ :3 of shape as approved incl all excavation, embedding in ground and removing surplus spoil upto 50 Mtr distance completed all as specified and as directed by Engr-in-Charge.
70
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Taking out the existing paver blocks of any size and set and jointed again in the same position after cleaning of grass and other vegitation etc all as directed and specified by Engr-in-Charge.
160
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S&F 2mm thick Linoleum covering, plain coloured, laid dry in floors including stretching, cutting and fitting complete all as specified and directed
148
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Dismantling of brick work built in cement mortar including all qoins, arches, pillars, etc. complete all as specifed and as directed by Engr-in-charge.
120
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Demolition of cement concrete (unreinforced) as in ground floor and paving nexc. 15 cm thickness ( below above ground floor) complete all as specifed and as directed by Engr-in-Charge.
35
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Taking down cement Plaster, any description on Brick Walls or on concrete Surfaces including raking out Joints, hacking for Key, scrubbing down with Water, etc., and removing same from the Site(s), complete all as specifed and as directed by Engr-in-Charge.
2780
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M&L for cement concrete type D-2 1:4:8 (40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specifed and as directed by Engr-in-Charge.
8
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Excavating in post holes (or similar holes) each n exc 0.5 cum in soft /loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface complete all as specifed and as directed by Engr-in-Charge.
150
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M&L for Brick work with sub class B bricks straight or curved on plan exc 6 mtr mean radius built in CM 1:6 complete all as specifed and as directed by Engr-in-Charge.
100
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All as per srl item No. 20 here in before but except bricks Note:- Serviceable bricks obatined from srl item No. 15 shall be re-used after cleaning etc complete all as specified and directed by Engr-in-Charge
20
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M&L for rendering 15mm thick in CM (1:4) on brick work or concrete surfaces of brick work, finished fair & even without using extra cement complete all as specified and as directed by Engr-in-charge.
2780
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Supply only liquid water proofing compound mixed with cement concrete/cement plaster as per manufacture instruction complete all as specified and as directed by Engr-in-Charge. Make : DR. FIXIT PIDE PROOF LW, CICO, FOSROC.
104
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M&L preparation of new plaster surface on wall and applying two coat of cement base paint complete all as specified and as directed by Engr-in-Charge.
2780
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M&L for preparation of new steel surface exc 10 cm width/girth and applying two coat synthetic enamal paint over one coat red oxide primer complete all as specified and as directed by Engr-in-Charge.
400
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M&L for Preparation of old painted steel surfaces of any description not otherwise described, over 10 cm width or girth and applying two coat of synthetic enamel paint complete all as specified and as directed by Engr-in-Charge.
800
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Dismantling of mild steel work of any description not other wise provided of complete all as specified and as directed by Engr-in-Charge.
65
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M&L for Mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes Fe 410 W (Gde-E-250) quality-A complete all as specified and as directed by Engr-in-Charge.
500
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S&F for MS as in posts, gate (ornamental type) and struts in fencing angle including cutting tops to shape as directed, drilling holes, notching for wire etc flat iron fillets (for securing with mesh etc including all necessary drilling bolting or riveting etc and similar work confirming to Fe-290 (Gde-E-165 quality-B. Note:-Posts/struts of angle iron made to shape shall be welded to existing angle iron bracket of security wall, contractor shall make his own arrangement for welding for boundary wall by using gen sets or any alternative arrangement all as specified and directed by Engr-in-Charge.
3200
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Supply only Chain link MS galvanised fencing, size 75mmx75mmx4mm wire all specified and directed by Engr-in-Charge.
2400
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Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire
880
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M&L for expanded metal not exc four kg per sqm, cut to length, bent to shape required and tying with and including annealed muild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members complete all as specified and as directed by Engr-in-Charge.
660
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M&L for Steel work in tubular trusses, pillars and purlins including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S 1161-1979 grade St.-240 complete all as specified and as directed by Engr-in-Charge.
750
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S&F in repair Galvanized 2 stand Steel Barbed wire 2.24mm dia barbed with dia barbs at 75 mm spacing and straining and fixing to any type of stsnderd rails, straining bolts,including securing or tying at crossings with and provisuion of galvanised mild steel pins, etc incl taking down of existing barbed wire as directed (each line wire to be measured) complete all as specified and as directed by Engr-in-Charge.
50
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Dismantling of wall/ floor tile including backing coat any description or any thickness led beded and pointed in any cement motar and removal to out of MD land complete all as specified and directed by Engr-in- Charge.
620
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M&L Cement concrete 75 mm thick type C-2, 1:3:6 (40mm graded aggregate) mass concrete as in sub base
260
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M&L Cement concrete 25 mm thick type B-1, 1:2:4, (20mm graded aggregate) as in flooring
260
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M&L Chequered cement concrete tiles (vibrator made) 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigment over 15 mm thick screed bed in CM (1:4) finished with cloured cement to match the shed of the slab
260
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M&L for 60 mm Machine pressed pre casted pressed cement concrete interlocking paver blocks with grey cement and no pigment of any shape and size conforming to IS- 15658-2006, strength not less than M-35 grouted with clean dry fine sand including 25mm thick sand cushioning all as directed by Engr-in-charge.
360
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M&L for 100mm thick Cement concrete 1:2:4, type B-2 using 40 mm graded stone aggregate as in path finished even smooth with broom finished without using extra cement, laid in alternate panels with 8mm wide full depth joints duly filled with sealing compound Gde-A complete all as specified and directed by Engr-in-Charge.
360
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S&F in repair 950/650/400 or any dia as specified by Eng-in-Charge of concertina coil reinforced punched(chrome razor or blade wire with barbed top of 0.5mm thick galvanised sheet and core wire of dia 2.5mm of high tensile steel wire incuding galvanised MS staples/ Clips for tying at crossing complete including taking down of existing concertina coil all as specified and directed by Engineer–in-Charge.
1500
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M&L PCC 1:2:4 type B1 using 20mm graded stone aggregate as in as in coping cill, rounded or chamffered on edges complete all as specified and directed by Engr in Charge.
2.89
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Dismantling of plain or corrugated steel sheeting any gauge thickness including nanital or similar pattern roor coverings all as specified and directed by Engr-in-Charge.
400
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S&F 0.5 mm thick pre coated thick galvalume aluminium zink coated GI based corrougated steel sheeting of any colour having tansile strength of 550 MPA as in roof covering/glading to wall fixed with self tapping screws, complete all as specified and directed by Engr-in-Charge.
300
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S&F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, crample joints and similar works etc fixed with self tapping screws complete all as specified and directed by Engr-in-Charge.
35
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S&F 2mm thick fibre glass reinforced translucent corrugated/ plain sheeting with two corrugations side lap fixed with L type or J-type or cranked hook botls and washer in roof, wall and similar work etc complete all as specified and as directed by Engr-in-Charge.
70
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S&F 1mm mild steel, plain black sheet hearths; covering to door shutters; covering to door chowkats (frames); chullah hoods; waters tanks; water troughs; ducts; urinal troughs and funnels, etc. cut to size, edges beaded if directed, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel members, etc., with plain 40mm lap joints or welded/riveted seams including bending, turning up, mitred angles, stopped ends, outlets, etc. as required and directed.
40
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Cleaning of open drains having inner girth width upto 0.60m and depth upto 1.2 mtr by removing mud, sludege silt, garbage, debries, sludge, vegitation etc and 1 mtr both side of drain also clear as vegitation and levelling the earth work and removing debrish by manually or machanically from out of MoD land complete all as specified and directed by Engr-in-Charge
700
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Restriaining resecuring including making good staples or tighting of cross wire galvanised barbed wire in any dia of wire or any spacing complete all as specified and as directed by Engr-in-Charge.
8
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Taking down and refixing in same position after replacing of damaged of fencing post concertina coil any dia reinforced punched(chrome razor or blade wire with barbed top of 0.5mm thick galvanised sheet and core wire of dia 2.5mm of high tensile steel wire incuding galvanised MS staples/Clips for tying at crossing complete all as specified and as directed by Engr-in-Charge.
500
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Taking down existing angle iron from wall embadded in PCC and refixing in the same opening/position complete all as specified and as directed by Engr-in-Charge.
2000
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Schedule of Credit
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-167575
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