Military Engineer Services Tender
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Costs
EMD
₹ 98,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_690858_1Tender No
GE (N) BKN-TOKEN/69/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Demolition of lime concrete of any description over roof slab complete all as specified as directed by Engineer in Charge.
72
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M&L for 10mm thick Rendering in cement mortar 1: 4 on concrete surfaces, finished Fair & even including mixing water proofing compound as per manufacturer's instruction.
(Note :- Water proofing liquid shall be measured and paid separately)
1500
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Preparing surface and cleaning of concrete slab or plastered surfaces by wire brushing and applying evenly a tack coat of industrial bitumen 85/25 at the rate of 1.20 Kg per sqm including cleaning surfaces complete all as specified and directed by Engineer in Charge.
900
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M&L for APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyester non woven fabric (wt not less than 150 gms/sqm) laid on primed surface by forced application complete all as specified and directed by Engineer in Charge.
900
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M&L Lime concrete terracing as in roof complete all as specified and as directed by Engineer-in-Charge.
Note :- For lime concrete, mudia kankar (source : NAL) and Kolayat coarse sand in lieu of brick aggregates and Surkhi respectively as specified in MES schedule Part-I shall be used.
72
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M&L for 40mm thick Brick tiles bedded in 15 mm thick cement and sand mortar (1:6) and joints grouted flush in cement and sand mortar (1:3) mixed with 5% of crude oil by weight of cement complete all as specified and as directed by Engineer in Charge.
700
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Ditto all as per item no 9 here in before but except tiles.
200
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M&L for Flush pointing to 30cm by 15cm brick tiles, laid flat in pavings in 1:3 cement mortar complete all as specified and directed by Engineer in Charge.
90
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S&F self adhesive membrane 1.5mm thick self adhesive elastomeric SBS (Styrene Butadiene Styrene) bitumen based membrane with high density aluminum film on top ,provded with Pibial /Emufal TE Bitumen primmer @0.3 ltr per sqm , mimimum over laps shall be 50mm on sides and 100 mm on end laps all as directed by Engineer-in-Charge.
(Make : Sika,IWL as approved by Engineer in Charge)
600
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Demolition of cement concrete of any description and in any position not otherwise specifically provided complete all as specified and as directed by Engineer-in-Charge.
3
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M&L for PCC 1:2:4 type B-1 using 20mm graded stone aggregate in roof kerbs or mud stops, bed plates, coping rounded or chamfered on edge including necessary form work complete all as directed.
3
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Demolition of cement concrete in ground floor and paving not exc. 15cm thickness (below or above GL)complete all as specified and as directed by Engineer-in-Charge.
22.5
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M&L 75 mm thick Cement concrete type C2, 1:3:6 (using 40 mm graded stone aggregate) in plinth protections/hardstanding, finished even and smooth w/o using extra cement, laid in panels including making joints 12mm wide to the full depth of PCC at every 3 metres and at every change of direction and filling the same with & including bitumen 85/25 grade and sand 1:3 by weight complete all as specified and directed by Engineer-in-Charge.
300
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Demolition of existing RCC chajja/slab ceiling of any size and description and S&F 25 mm to 30 mm sand stone slab in sunshades, chajjas, shelves, cills, landings, cover stone, templates etc n exc 2m in length , punched dressed on face and along exposed edges, self faced on other side and set and pointed in cement mortar 1:4 incl plastering all around in CM 1:4 complete all as specified.
50
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Cutting chases, pinning in making good to facing where requried and pointing in cement mortar 1:3 to ends or edge of landings, steps ,cills, sunshade, shelves, lintel etc. tubes or concealed conduit etc. and making good, cutting exc 10 cm but not exc 20 cm girth all as specified and directed.
200
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Demolition of reinfoced cement concrete as in roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work .complete all as specified and as directed by Engineer-in-Charge.
11
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M&L for RCC M-25 (Design Mix) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, stairs deck slabs and in shelves and the like complete all as specified and directed by Engineer in Charge.
10
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M&L for RCC M-25 (Design Mix) as in chajjas complete all as specified and directed by Engineer in Charge.
1
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M&L for TMT bars Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified.
1500
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Ditto all as per item no 22 here in before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and as directed by Engineer-in-Charge.
200
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Use & waste to formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc.for rough finished surfaces complete all as specified and as directed by Engineer-in-Charge.
30
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Use & waste to 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 finished surfaces complete all as specified and as directed by Engineer-in-Charge.
120
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Use & waste to 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 10cm but n exc 20cm wide all as directed.
100
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Dimolition of brick work built in cement mortar including all quions arches pillars complete all as specified and as directed by Engineer-in-Charge.
15
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M&L Brickwork with old size fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and as directed by Engineer-in-Charge.
15
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Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store complete all as specified and as directed by Engineer-in-Charge. (measured overall as fixed along the centre line over fittings and accessories)
245
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S&F 110mm PVC pipe dia soil waste & vent pipes in any length with or without ears, with cement joints laid in trenches or in floors complete all as specified and as directed by Engineer-in-Charge.
195
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S&F 75mm PVC pipe dia soil waste & vent pipes in any length with or without ears, with cement joints laid in trenches or in floors complete all as specified and as directed by Engineer-in-Charge.
50
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M&L for PVC (SWR) bends of bore 90/ 110mm complete all as specified and as directed by Engineer-in-Charge.
61
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M&L for PVC (SWR) bends of bore 75/ 80mm complete all as specified.
20
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M&L for PVC (SWR) junction single, (single T) equal or unequal any radius, 110 mm bore complete all as specified and as directed by Engineer-in-Charge.
10
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M&L for PVC (SWR) junction single, (single T) equal or unequal any radius, 75 mm bore complete all as specified and as directed by Engineer-in-Charge.
10
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Taking down or up, 15 mm bore galvanised steel tubing and connections including cleaning for refixing or removal to store complete all as specified and directed by Engineer -in-charge.
200
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S&F GI tubing medium grade with all fitting and fixed to walls & ceilings or laid in floors, bore of pipe 15mm complete all as specified and directed by Engineer-in-charge.
160
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Taking down or up, 20 mm bore galvanised steel tubing and connections including cleaning for refixing or removal to store complete all as specified and directed by Engineer -in-charge.
300
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S&F GI tubing medium grade with all fitting and fixed to walls & ceilings or laid in floors, bore of pipe 20mm complete all as specified.
240
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Taking down cement plaster on brick or stone walls incl. raking out joints hacking for key scrubbing down with water complete all as specified and as directed by Engineer-in-Charge.
2450
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M&L Rendering 15 mm thick cement plaster on concrete solid block/brick walls in two coats first coat of 10 mm in CM 1:4 & 2nd coat of 5mm in CM 1:4 mixed with integral water proofing compound finished to even & smooth w/o using extra cement complete all as specified and as directed by Engineer-in-Charge.
Note :- Integral water proofing liquid will be measured and paid seperately.
1850
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M&L for rendering 15mm thick in CM (1:6) on other than fair faces of brick work finished surfaces even and smooth without using extra cement all as specified and directed.
720
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M&L for rendering 10mm thick in CM (1:3) on ceiling finished surfaces even and smooth without using extra cement all as specified and directed.
346
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Supply only liquid water proofing compound complete all as specified and as directed by Engineer-in-Charge.
73
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Preparation of newly plastered surfaces of wall including cornices, pillasters etc and applying two coats of cement based paint, white or tinted over a coat of alkali resistant priming paint complete all as specified and as directed by Engineer-in-Charge.
1850
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M&L for complete removal of existing treatment of wall including cornices, pilasters etc by scraping down and applying two coats of cement based paint, white or tinted complete all as specified and as directed by Engineer-in-Charge
500
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M&L for preparation of newly plastered surface of wall for painting and applying 3 mm thick wall care putty on plastered wall surfaces and applying two coat of oil bound distemper over a coat of primer complete all as specified and directed by Engr-in-Charge.
720
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M & L for preparation of old surfaces by complete removal of existing treatment of walls incl paillars etc. by mechanical equipment like electric wall sander and applying two coats of oil bound distemper using rollers over 3mm thick wall care putty in two coats complete all as specified and as directed by Engr-in-Charge.
400
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Preparation of newly plastered surfaces of ceiling and applying three coats of white wash complete all as specified and as directed by Engineer-in-Charge.
346
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M&L for preparation surfaces of wall/ceiling and applying 3mm thick wall care putty on old or new plastered,complete all as specified and as directed by Engineer-in-Charge.
500
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Taking down/out loose & damaged concrete/cement plaster from soffits of ceilings, floor/roof slabs, vertical surfaces of columns, beams etc., including exposing and removing rust fron the reinforcement by rubbing with wire brush and removal of debris to a distance n. exc. 100 mtr and depositing where directed
300
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M&L for cleaning existing reinforcement bars with wire brush/rotary wire brush making the surface free from cement skin, loose particle, dirt etc and applying rust remover (Rustoff 100 of Sika/ '8832GM' pidilite or equivelent of Fosroc/ Dr Fixit) on the rebars and removing the loose rust particles after minimum 24 hours by wire brush, all as per manufacture's instructions, complete all as specified and as directed.
300
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M&L for cement based polymer modified anti corrosive rebar coating system ('Sika Top Armatec-108 " of Sika or equivalent of Dr. Fixit/ Fosroc) to existing reinforcement all as per manufacture 's instructions, complete all as specified and as directed. Note: Mode of measurment shall be affected surface area of column, beam, slab complete all as specified and as directed by Engineer-in-Charge.
300
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M&L for one layer of 20 mm thick concrete (comprises composition 1:2:1 plain cement concrete i.e. One part of cement (43 Gde OPC), two part of fine aggregate and one part of 10 mm and down size trap stone aggregate) mixed with 'Sprayset SL' of Fosroc( Equivalent to Sika / Dr Fixit) 2 to 2.5% by weight of cement and 12.5 to 16.5 liter of water mixed as per manufacture's instuctions and guniting by pressure nozzle with a delivery capacity of 2.5 Kg per sqm over column , beam, roof , slab, etc complete all as specified and as directed.
300
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S&F hard drawn steel wire fabric, weight not exc 4 Kg per sqm , cut to lengths, bent to shape required and tying with and including mild steel wire (annealed) not less than 0.9 mm in dia, supplied and fixed in reinforcement, complete all as specified and as directed.
265
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