Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date10 Oct 2024
Closing Date31 Oct 2024
Tender Amount₹ 45,00,000
Costs
EMD
₹ 90,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_679088_1Bid Award Id
ViewTender No
8833Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Supply and fix joist, channel, angle or tee sections, fixed independently , without connection plate etc cut to ordinary length within 20mm of the length conforming to Fe 410-W (Gde E-250 quality-B) complete all as specified and as directed by Engineer-in-Charge.
3200
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Supply and fix mild steel TMT bars 10 mm dia over, cut to length, bent to shape required including crancking bending spirally for hooping for col hooking ends and binding with and including mile steel wire non less than 0.9 mm dia securing with clips in quality complete all as specified and as directed by Engineer-in-Charge..
400
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-ditto- all as per item No 05 here in before but 6mm to 8mm dia quality confirming complete all as specified and as directed by Engineer-in-Charge.
150
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Material and labour for precast RCC (1:2:4) type B-1 (using 20 mm graded stone aggregate as in fencing post and similar work complete all as specified and as directed by Engineer-in-Charge.
1
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Material and labour for PCC 1:4:8 type D2 using 40mm aggregate as in foundatons, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge.
30
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Dismantling of wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engineer-in-Charge.
6
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Supply and fix framed work such as gates,grills, gratings,hook and Pintle higes for large steel gates ,railing etc including round headed screws or welding seams including bending or turning up mitred angles etc as required etc, with ends of bars shouldered and/or riveted, or forged into spiles; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; gates, railings,rollers etc and similar work conforming to Fe 290 or Gde-E165 and complete all as specified and as directed by Engineer-in-Charge.
670
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Supply and fix 1mm thick mild steel, plain,black sheet in wall cladding, steel gates and similar work cut size, holes punched, including round headed screws or welding seams including bending or turning up mitred angles etc complete all as specified and as directed by Engineer-in-Charge.
20
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Supply and fix Decorative Knobs for fixing of gates any size, etc complete all as specified and as directed by Engineer-in-Charge.
50
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Material and labour for welding in repairs not exceeding 2.5 cm in length with thickness of metal not exceeding 6mm complete all as specified and as directed by Engineer-in-Charge.
20
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Material and labour for welding in repairs exceeding 2.5 cm but not exceeding 5 cm in length with thickness of metal not exceeding 6mm complete all as specified and as directed by Engineer-in-Charge.
Note: (1) Works shall be carried out in multi storey Building upto 2nd floor.
20
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Material and labour for preparing the new steel or iron surfaces of any description over 10 centimetre width or girth and applying two coats of synthetic enamel paint over a coat of red oxide, zinc chrome primer complete all as specified and as directed by Engineer-in-Charge.
130
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Dismantling of fencing wire mesh of any type complete all as specified and as directed by Engineer-in-Charge.
1350
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Supply only mild steel galvanised chain link fencing of any size or type complete all as specified and as directed by Engineer-in-Charge.
4050
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Fixing for chain link fencing including line wires, any mesh, size, rails, straining bolts, etc. including provision of binding wire. (Chain link fencing and line wire shall be paid at supplied only rate) complete all as specified and as directed by Engineer-in-Charge.
1350
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Supply and fix Mild steel screw bolts (Machine made) 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, exceeding 5 Cm long but not exceeding 10 cm long, 5 to 10mm dia of neck complete all as specified and as directed by Engineer-in-Charge.
50
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Supply and fix in repairs 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. complete all as specified and as directed by Engineer-in-Charge. (each line wire to be measured)
50
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Demolition of brickwork or stone/boulder masonry / Block masonry, built in cement mortar including facing, dressed stone work and precast concrete all quoins, arches, pillars, coping etc but excluding ashlars articles complete all as specified and as directed by Engineer-in-Charge.
220
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Taking down cement or cement lime mortar plaster, any description on brick or stone walls etc, including rackingout joints, hacking for key, scrubbing down with water etc complete all as specified and as directed by Engineer-in-Charge.
200
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Material and labour for walling of squared rubble masonry regular coursed, Secunderabad and Bangalore types, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge.
80
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-do- all as per item No 23 above but except stones complete all as specified and directed. Note- Serviceable stones obtained vide item No 21 shall be reused after removing mortar and cleaning with water complete all as specified and as directed by Engineer-in-Charge.
10
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Material and labour for brick work with fly ash bricks old size, straight or curved on plan exceeding 6.0 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge.
80
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Material and labour for precast cement concrete block masonry with solid blocks exceeding 10cm in width and set in cement mortar 1:6 by using solid blocks of type C1 1:3:6 complete all as specified and as directed by Engineer-in-Charge.
50
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Material and labour for providing, cement concrete Type B1 1:2:4 (20mm graded aggregate) as in copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, including necessary form work complete all as specified and as directed by Engineer-in-Charge.
6.3
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Material and labour for rendering 15 mm thick in CM 1:6 on concrete surface finished even and smooth without using extra cementcomplete all as specified and as directed by Engineer-in-Charge.
550
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Material and labour for rendering 10mm thick on brick work or concrete surfaces in cement mortar 1:6 and finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.
350
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Material and labour for rendering 15mm thick on surface of brick work/concrete surface in CM 1:4 etc complete all as specified and as directed by Engineer-in-Charge.
220
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Material and labour for raised pointing of random or polygonal rubble uncoursed or brought upto courses in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge.
40
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Material and labour for precast cement concrete 1:2:4, type B0 (using 12.5 mm graded stone aggregate) louvers and jallies of 25 mm thick (measured solid), including all mouldings set in cement mortar 1:4 and size 60 x 60 or 60 x 90CM complete all as specified and as directed by Engineer-in-Charge.
200
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Material and labour for cement concrete type B-1, 1:2:4 (20mm graded stone aggregate ) as in surface channels and drains etc complete all as specified and as directed by Engineer-in-Charge.
7
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Material and labour for Extra for forming fair finished drain or channel 25 centimetre inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stop ends etc. complete all as specified and as directed by Engineer-in-Charge.
90
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Material and labour for preparing the new plastered wall surfaces and applying three coats of white wash to match with the existing surface complete all as specified and as directed by Engineer-in-Charge.
900
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Supply and fix in repairs 2mm thick plain colour PVC sheet fixed in MS angle frame work or laid on to Mild Steel door and gate with coach screw including all assessaries complete all as specified and as directed by Engineer-in-Charge.
100
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Material and labour for 75 mm thick plain cement concrete 1:4:8 mix, type D2 (using 40 mm graded stone aggregates) as in subbase to floor complete all as specified and as directed by Engineer-in-Charge.
1215
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Material and labour for Machine pressed precast concrete interlocking paver block with grey cement and pigment (glossy finish) any shape & size conforming to IS 15658-2006 of 60 mm thickness, M-35 grade etc complete all as specified and as directed by Engineer-in-Charge.
600
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Spreading and levelling of Sand/ grit cushioning below interlocking tiles complete all as specified and as directed by Engineer-in-Charge.
30
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Material and labour for designer rubber moulded chequerred cement concrete tiles with mixture of grey and white cemetn in equal porportions with pigments of size 300 x 300 x 22mm or 250 x 250 x 22mm thick and set and pointed in neat cement slurry in floors over a screed bed or bedding layier in CM 1:6, 15mm thick for laying floor finishes etc complete all as specified and as directed by Engineer-in-Charge.
615
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Material and labour for pre cast Machine pressed cement concrete 1:2:4 type B-0 (using 12.50mm graded stone aggregate) as in kerbs stones and fixing all as per manufacturer instructions etc size shall be decided complete all as specified and as directed by Engineer-in-Charge.
3
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Material and labour Providing, cement concrete 1:2:4 type B1 using 20mm graded stone agg as in in roof kerbs or mud stops, bed blocks rounded or chamfered on edges in lintels upto 1.5m clearspan, cills, steps; seismicand 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 providedfor in Item 04028, water troughs and the like including weathering, slightly roundedor chamfered angles and throating, complete all as specified and as directed by Engineer-in-Charge.
0.25
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Demolition of concrete in ground floors (un re-inforced) and paving n.exc. 15 cm thickness (below or above ground level) and including removal of rubbish/ demolished materials out of MD land complete all as specified and as directed by Engineer-in-Charge.
91
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Dismantling Stone slabs and tiles of any description or thickness in floors, aprons etc laid dry complete all as specified and as directed by Engineer-in-Charge.
60
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Dismantling floor, hearth or wall tiling including cement mortar bedding removing serviceable tiles and rubbish off the premises etcand removal of rubbish/ demolished materials out of MD land complete all as specified and as directed by Engineer-in-Charge.
615
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Excavation in trenches not exceeding 1.5 metres wide and not exceeding 1.5 metres deep for laying of drain pipes etc., for manholes and getting out in hard and dense soil complete all as specified and as directed by Engineer-in-Charge.
11
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Material and labour for reinforced concrete pipes, class NP3 600 mm bore laid in trenches with one collar per length and jointed with cement joints including demolition and breaking up drain pipes set in cement mortor complete all as specified and as directed by Engineer-in-Charge.
6
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Material and labour for reinforced concrete pipes, class NP3 450 mm bore laid in trenches with one collar per length and jointed with cement joints including demolition and breaking up drain pipes set in cement mortor complete all as specified and as directed by Engineer-in-Charge.
6
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Material and labour concrete bed to 600 mm dia pipes of cement mortar 1;3;6 type C-2 including packing under and haunching against the side of pipes after they are laid and tested complete all as specified and as directed by Engineer-in-Charge.
6
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Material and labour for PCC 1:3:6 type C2 using 40mm aggregate as in foundatons, filling and mass concrete, pipe haunching complete all as specified and as directed by Engineer-in-Charge.
2
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Returning, filling in, excavated soil including spreading, levelling, watering and well ramming in layers n.exc 25 cm. etc, complete all as specified and as directed by Engineer-in-Charge.
2.5
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Removal of excavated soil to a distance n exc 50 mtr and depositing where directed at level n exc 1.5 m above the starting point etc, complete all as specified and as directed by Engineer-in-Charge.
8
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