Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil Works Others
Eprocure
Opening Date5 Nov 2024
Closing Date26 Nov 2024
Tender Amount₹ 45,00,000
Costs
EMD
₹ 90,000Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Repair/maint To Flooring Paneling Sunken Treatment Misc Br Works
Description
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Contact
Tender Id
2024_MES_682585_1Bid Award Id
ViewTender No
8678/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://defproc.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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M&L for Virified Ceramic tiles light shade 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in skirting etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 10mm thick rendering with CM 1:6 on fair faces of brick work or concrete surfaces as in skirting all as specified.
24.3
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M&L for Non - skid white Ceramic tiles 7 to 8 mm thick area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15mm thick screed bed of CM 1:4 complete all as specified and directed
156.32
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M&L for Non - skid Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15mm thick screed bed of CM 1:4 complete all as specified and directed
90
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M&L for Non - skid coloured Ceramic tiles 7 to 8 mm thick area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in skirting etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 10mm thick rendering with CM 1:6 on fair faces of brick work or concrete surfaces as in skirting all as specified.
26
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M & L 100mm thick cement concrete type C2 (1:3:6) using (40mmgraded aggr.) as in sub base complete all specified and directed
60
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M&L for 20mm thick screed bed or bedding layer in CM (1:6) for laying floor finishes.
60
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M&L for Chequered cement concrete tiles 300x300x25mm etc. set and jointed and pointed in neat cement slurry in floor with grey cement and pigment all as directed.
60
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Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles and rubbish off the premises.
84.5
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Material and labour for 350x 250x7mm or 450x350x7mm thick glazed ceramic tiles coloured set and jointed in neat cement slurry and pointed in coloured cement over 10mm thick rendering with CM 1:6 on fair faces of brick work or concrete surfaces as in dado of bathroom, toilet and kitchen all as specified.
84.5
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Dismatling of mild steel work any description
21.49
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M&L for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc conforming to Fe 290 (Gde E-165)
2149
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M&L for Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete conforming to Fe 290 (Gde E-165)
520
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M & L for Preparation of new or previously untreated steel surface and applying two coat of synthetic enamel paint over a coat of red oxide primer to steel and iron surfaces of any description over 10 cm in width or girth not otherwise described including preparation of new steel surfaces.
120.36
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M&L sunken treatment of Toilet/Bathroom( Including Demolition) as in following steps: i) Top of RCC slab in sunken portion including peripheral beams shall be plastered with 15mm thick in cement mortar 1 : 3 using approved water proofing compound @ 3% by weight of cement finished even and smooth using extra cement, curved at the junctions. ii) Apply two coats of epoxy resin/polymer modified cementations coating like brush bond of FOSROK/SIKA/Pedilite or equivalent, both on floor & beams. iii) Sunken slabs to be given 1:20 slope outward 25mm GI pipe spout with 300 mm projection beyond outer surface of wall shall be provided. iv) Water tightness of sunken portion to be tested by ponding with water for 72 hours. In case of even a slight mark of seepage, the portion to be treated and ponding shall be carried out again to confirm the water tightness of sunken slab. v) The sunken portion will be filled with lean concrete 1:4:8 type D2 using brick aggregates to required depth. Note : No cutting in roof slab/beam shall be allowed for passing of CI pipes & fittings.The stage of water proofing to sunken slab shall be passed by Eng-in-charge/GE.
14
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Dismantling plain or corrugated steel sheeting of any thickness as in roof coverings complete all as specified and directed.
471
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Supply and Fix 0.63 mm thick galvanised, corrugated mild steel sheeting with two corrugation side lap, fixed with L-type or J-type or cranked hook bolts in lieu of screws and washers, in roofs, walls etc. with grade of zinc coating 275 gsm complete all as specified and as directed.
285
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Supply and Fix 0.80 mm thick plain, galvanised, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings ( length and girth as fixed) with grade of zinc coating 120 gsm complete all as specified and as directed.
36
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S & F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering cladding to wall, fixed with self tapping screws as specified.
125
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S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified.
25
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Demolition and breaking up drain pipe (SGSW) set in cement mortar of 150mm bore complete all as specified and directed including PCC benching complete all as specified and as directed.
50
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Demolition and breaking up drain pipe (SGSW) set in cement mortar of 100mm bore complete all as specified and directed including PCC benching complete all as specified and as directed.
50
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S&F PVC (SWR) pipes150 mm bore single socketed, in any length with rubber ring joints, laid in trenches, wall or in floors.
120
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S&F PVC (SWR) pipes110 mm bore single socketed, in any length with rubber ring joints, laid in trenches,wall or in floors.
60
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S&F in repair PVC (SWR) pipes 75 mm bore single socketed, in any length with rubber ring joints, laid in trenches,wall or in floors.
30
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S&F in repair PVC bends any radius 110mm bore
20
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S&F in repair PVC bends any radius 75mm bore
20
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Excavation in trenches n,exc 1.5 m wide and n.exc 1.5 m deep for foundation and getting out in any type of soil.
7.5
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Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point
3.5
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.
4
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M&L cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) to bed of drain pipes including packing under and haunching against the sides of pipes, after they are laid and tested for 150 mm bore pipe complete all as specified and directed
50
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M&L cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) to bed of drain pipes including packing under and haunching against the sides of pipes, after they are laid and tested for 110 mm bore pipe complete all as specified and directed
50
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M & L For Hardcore of guage n exc 63mm, deposited , spread and levelled in layers n exc 15 cm thick, watered and rolled / rammed to a true surface (BROKEN STONE)
2.07
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M & L for PCC 1:2:4 type D-2 using 40 mm graded stone aggregate in Sub base / flooringfor 150mm thick
13.8
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M&L precast solid block masonry of block 1:2:4 type B-1 wall exceeding 10 cm in width and built in cement mortar 1:6 complete all as specified and directed.
25.03
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M & L for Type B1(1:2:4) using 20mm graded stone agg as in Walls, retaining walls, basement walls, ballasts wall and the like ; any thickness above top of footing including attached pilasters and buttresses .
0.05
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M & L for Type B1(1:2:4) using 20mm graded stone agg as in slab supported on walls, beams and columns in floor, roof landing, balconies, canopies, dech slab and in shelves and the like
0.79
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Use & Waste of form works to soffits of suspended slabs such as roof slabs, floor slabs, landing and similar work, rough finished surfaces not exceeding 200mm thick
4.17
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Use & Waste of form works to edges of concrete flats trades , breaks in floor , window cill, concrete, opening in concrete walls floor and roof n exc 20cm wide and sides of RCC / PCC bands in walls , horizontal or sloping and similar work exc 5 cm but n exc 10 cm wide for rough finished concrete surface.
12.8
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M & L mild steel TMT bars 10mm dia and over cut to length bent to shape required including cracking bending spirally for hoping for columns, hooking ends and binding with and including mild steel wire not less that 0.9 mm dia or securing with clips.
150.79
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M & L rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surface finished even and smooth w/o using extra cement
38.97
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Supply only integral water proofing compound {@ 2.5% by weight of cement total qty of plaster =38.97 Sqm cement const for 15mm CM (1:4) plastering is 6.77+2.51 = 9.28 Kg /Sqm (incl wastage ) Ref joglekar page no 91}
9.05
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Demolition of precast reinforcement cement concrete in ground floor and paving n.exc 15cm thickness (below or above ground level).
4
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M&L precast cement concrete type B1, 1:2: 4 ( using 20mm graded stone aggregate) in cover slab for manhole and similar articles with plain faces and set in CM 1:6.
4
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Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation/ and getting out in any type of soil, all as specified and directed..
19.5
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M&L for 100mm thick Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed.
3.9
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M & L for PCC (1:4:8) type D-2 (40 mm graded stone aggregate) Cement in foundations,filling and mass concrete completed.
3.9
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M & L for PCC (1:2:4) type B-2 (40 mm graded stone aggregate) Cement concrete in surface channels and drains completed.
3.9
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M&L precast solid block masonry of block 1:2:4 type B-1 wall exceeding 10 cm in width and built in cement mortar 1:6 complete all as specified and directed.
14.04
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Returning filling in incl spreading,levelling, watering and well ramming in layers n.exc 25cm.
6.24
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Removal of surplus soil of distance not exceeding 50 meter and depositing where directed at a level not exceeding 1.5 meter above the starting point complete all as specified and directed..
13.26
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M&L for Rendering 15mm thick on fair faces of brick work or concrete surface in cement plaster 1:4, finished even and smooth without using extra cement completed all as specified and directed.
124.8
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M&F for providind PCC Type B1 1:2:4 using 20mm stone aggregate, cement concrete in coping complete all as specified and directed
3.12
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M&L for Plain cement concrete (1:3:6) type C-2, using 40mm graded stone aggregates in surface channel, bed of drains incl form work / moulds complete all as directed.
3.9
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M&L rendering 15 mm thick onbrick or concrete block masonry in CM 1:6 complete all specified and neeru finish in Drains complete all specified and directed
93.6
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Extra for fair finishing drain or channels 30 cm inner girth in cement concrete using extra cement including forms, moulds etc.
78
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M&L for Preparing newly plastered surfaces of walls(undecorated surfaces) and applying three coats of white wash.
93.6
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M&L for Hardcore of gauge n exc. 63 mm broken stone or boulders , deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all specified and directed
39
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M&L for 40 mm thick PCC 1:2:4 type B1 (using 20 mm graded granite stone aggregate) in floorings including finishing the surface even and smooth using extra cement all as specified
300
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M&L for 60mm thick Machine pressed precast concrete interlocking paver block with grey cement and no pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade
300
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M&L for Sand filling under floors or in foundations including watering and consolidation
5
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Demolition of stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as directed
71.79
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Demolition of cement Concrete(unreinforced) of any description and in any position not otherwise specifically provided for,complete all as specified and directed.
4
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M & L for PCC 1:4:8 type D2 (using 40mm graded stone aggregate ) as in foundation bed concrete, complete all as specified and directed.
12
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M&L, for walling of random rubble uncoursed, well bonded, bedded and solidly hearted built in CM 1:6, complete all as specified and directed by Engr-in-Charge.
71.79
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M&L for Extra over stone for hammer dressing with maximum depression on face of stone wall and dressing of face bed and joints of random rubble walling , uncoursed or brought upto courses not exceeding 40 mm depression (Lime or Sand stone ), complete all as specified and directed by Engr-in-Charge.
45
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M & L for hand packing with broken stone/ boulder behind backing of retaining wall,in layers etc complete all as directed
1.22
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M&L PCC 1:2:4 type C-1 using 20mm graded stone aggregate as in coping, complete all as specified and directed.
0.9
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M&L precast cement concrete blocks Type C-1 1:3:6 (using 20mm graded stone aggregate) as in bond stone, set in (1:6) all as specified and directed.
5.5
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M&L for raised pointing to random rubble masonry , unsourced or brought upto courses in CM 1:4, complete all as specified and directed by Engr-in-Charge.
45
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M&L for Low density polyethylene pipes (LDPE) 50mm bore of pressure rating 6 kg/ cm2 laid in walls, complete all as specified and directed.
49.5
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