Military Engineer Services Tender

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Military Engineer Services Tender

Works
Machinery and Tools
Eprocure
Opening Date18 Sep 2024
Closing Date21 Oct 2024
Tender Amount₹ 46,07,500 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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M&L rendering 5mm thick in CM (1:3) on concrete surfaces in ceiling, soffits and the likes; finished even & smooth without using extra cement complete all as specified.

130

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M&L rough cast plaster on exterior walls applying the under coat of cement and sand mortar (1:3) not less than 10mm thick and while it is still in plastic state the roughcast mixture consisting of crushed stone or fine gravel aggregate (size between 6 to 12mm ) mixed with coarse sand and cement in the raio of 1:1:1 shall be applied and finished even. The mix of cement and sand shall made slightly wetter than normal for rendering to ensure that larger aggregate are thoroughly covered complete all as specified and directed

280

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M&L preparing newly plastered surfaces & applying two coats of oil emulsion distemper (OBD) complete all as specified and directed

775

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M&L brooming down old decorated surfaces of walls, plastered or unplastered including cornices, plasters etc and applying one coat of oil bound distemper of approved shade/tint, upto a height of 15 mtr complete all as specified and as directed

450

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M&L preparation of newly plastered surface of wall and applying two coats cement base paint over a coat of primer complete all as specified and dircted

1175

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M&L preparing newly plastered surfaces & applying three coat of white wash on ceiling complete all as specified and dircted

15

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M&L preparation of old decorated surfaces of wall using steel wire brushing, scrapping down of lime scale, smoke soot, trading oil and greasy spots etc and applying one coat of cement base paint upto 15 mtr height complete all as specified and directed.

550

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Demolition of cement concrete (un-reinforced) in ground floor and paving n.exc. 15 cm thickness (below or above ground level) complete all as specified and as directed.

34.1

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Demolition of cement concrete (reinforced) as in roofs, floors, (other than ground floor) beams, staircases, landings, chajjas and similar suspended works (reinforcement to be cut as required to fecilitate demolition) complete all as specified and as directed.

24.8

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M&L 25mm thick PCC (1:2:4) type B-0 (using 12.50 mm graded stone aggregate) as in floors/levelling course etc complete all as specified and directed.

102

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M&L PCC (1:2:4) type B-0 (using 12.50 mm graded stone aggregate) as in floor/ramps etc surface finished even and smooth without using extra cement complete all as specified and directed.

14

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M&L Non Skid Coloured ceramic tiles 7 to 8mm thick (squares/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 laid over with and including 15mm thick screed bed in CM (1:6) complete all as specified.

27

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M&L machine cut kota stone slab flooring 18-22mm thick laid over with and including 20 mm thick screed bed in CM (1:6) laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing, with and including dismantling old stone slabs complete all as specified & directed.

268

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M&L 75 mm thick PCC(1:3:6), Type C2 (using 40mm graded stone aggregate ) as in plinth protection finished fair and even, path laid in panel surface finished even and fair using extra cement and joints of panel shall be filled by bitumenous primer complete all as specified & directed.

224

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M&L machine cut Kota stone 18-20 mm thick as in riser of steps, skirting, dado and pillar set over with and including 10 mm thick rendering in CM (1:3) and jointed with grey cement slurry mixed with pigments to match the shade including rubbing and polishing complete all as specified and as directed.

29

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M&L 20-25 mm thick Granite(of any type) work (table rubbed and polished) as in steps, jambs, pillars, window cills, cooking platforms and the likes; in CM (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite laid over with and including 15 mm thick screed bed or bedding layer in CM (1:3), including grinding of edges to curved surface finish complete all as specified and directed.

7

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M&L 75 mm thick PCC (1:4:8), Type D-2 (using 40 mm graded stone aggregate) as in sub base of floor/pavings complete all as specified and directed.

54

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M&L PCC (1:4:8), Type D-2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified & directed

2.25

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Demolition of brick/stone masonry built in cement/lime mortar of any mix including all quoins pillar ashlars masonry and removal complete all as specified & directed

64

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S&F 35mm thick IInd class hard wood, factory made panelled door shutter (two panel) with lock rail and panel of 9mm BWP commercial ply or 12mm veneered particle board with commercial veneering on both faces, the size of rail and stiles as per IS: 1003 (part-I), kiln seasoned and chemically pressure treated and fixed to chowkats complete all as specified & directed

4.5

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S&F 35 mm thick 2nd class hard wood, factory made glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edge of framing plain, chamfered or rounded, fitted with cut and mitred beds for securing glass, etc.; sizes of members of shutters as specified in SSR Part I, Section 8. clause 8.24 (a); supplied and fitted to chowkats complete all as specified & directed

4.5

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S&F anodised extruded aluminium sliding door bolt with hasp,staple (bolt type) 300mm long not less than 12mm dia with and incl minimum of 06 bolts and nuts, 4 on plate and 2 on staple and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed, plate and fixed all as specified.

3

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S&F anodised extruded aluminium handles 150mm size fabricated type anodized ISI marked complete all as specified & directed

12

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S&F MS Retractable Hinge fixed to wooden or steel frames with Screws/welding as required at site complete all as specified & directed. Make : Hitachi or equivalent as approved by GE

6

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S&F anodised extruded aluminium with galvanised mild steel hing pin butt hinges 100mm long

9

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Preparation of new wooden surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified & directed

18

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M&L framed work as in doors or gates, cooler stands etc 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 & making good the floor in PCC (1:2:4) type B-0 to match the existing floor Fe-410 (Gde-E250 quality A).

67.5

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Preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as directed

153

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S&F powder coated anodized aluminium window having three tracks section 92mm x 31.75mm shutter section, 40mm x 18mm mounted on bearing to slide on track plain anodised of approved colour with and including S&F 5mm thick frosted/plain sheet glass as required and wire mesh with glazing clip, PVC track gasket, EPDM rubber gasket on glass of weather tightening alongwith recessed type handle and lock including sealing gap with marble /granite surface with silicon sealant making it water proof and dust proof complete all as specified & as directed.

7.5

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S&F galvanised mild steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with stainless steel wire staples complete all as specified.

4.5

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M&L 15mm thick screed bed on fair faces of concrete/brick surfaces in CM (1:4) with water proofing compound @ 3% by weight of cement even and smooth in order to maintain proper slope over existing roof surfaces for laying APP based polymeric membrane finished complete all as specified Note : Water proofing compound shall be measured and paid separately here-in-after.

30

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M&L water proofing treatment to RCC roof slab including parapet comprising of following course of treatement/specified from bottom to top (a) Applying Bituminous primer 85/25 @ 0.40 Ltr per sqm over plastered surfaces of roof including parapet surfaces. (b) Over the priming coat laying one layer APP based polymeric membrane of approved manufacturer, 3 mm thick weight not less 3.6 Kgs/Sqm and upper side of membrane thermally insulated with white mineral gravel finish , unifirmly embeded during manufacturing process shall only be used, it shall be laid by torch application, side overlap should be 75mm and end shall be 100mm. For parapets, membrane shall be taken to a height of minimum 60cm and then inserted inside parapet in groove. The same shall be finished by a membrane flashing complete all as specified and directed.

30

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Supply only Integral water proofing compound complete all as specified and directed.

22.5

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Supply only liquid water proofing compound complete all as specified and directed.

25

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M&L coloured machine pressed precast concrete interlocking paver block any shape and size confirming to IS-15658-2006 of 80mm thickness M40 grade and grey cement and pigment for berms laid over with and including 25 mm thick layer of sand cushion complete all as specified and directed.

32

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Excavation in trenches n.exc. 1.5 Mtr wide and n.exc. 1.5 Mtr in depth for foundation and getting out in soft/loose soil complete all as specified and directed.

24

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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and directed.

9

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Removing excavated material, n.exc 50 Mtr and depositing where directed at a level n.exc 1.5 Mtr above the starting point complete all as specified and directed.

15

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M&L brick work with fly ash 'brick straight or curved on plan exc 6m mean radius built in CM (1:6) complete all as specified and as directed.

91

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M&L brick work with fly ash 'brick straight or curved on plan exc 6m mean radius half brick thick wall built in CM(1:4) complete all as specified and as directed

7.5

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M&L RCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in foundation including footing, plinth beam, base for column, etc complete all as specified and directed.

5.7

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M&L RCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in columns, pillars, piers, posts and struts etc complete all as specified and directed.

4.2

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M&L RCC (1:1.5:3) type B1 (using 20mm graded stone aggregate) as in columns, pillars, piers, posts and struts etc complete all as specified and directed.

11

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M&L RCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in beams, cantilevers, bressummers and lintels over 1.5m span complete all as specified and directed.

3

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M&L RCC (1:1.5:3) type B1 (using 20mm graded stone aggregate) as in beams, cantilevers, bressummers and lintels over 1.5m span complete all as specified and directed.

10

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M&L RCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in slabs sopported on walls, beams and columns in floors, roofs etc complete all as specified and directed.

4.2

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M&L RCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in chajjas and the likes; complete all as specified and directed.

0.3

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M&L RCC (1:1.5:3) type B1 (using 20mm graded stone aggregate) as in chajjas and the likes; complete all as specified and directed.

3.8

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M&L mild steel (TMT bar)10mm dia and over cut to length bent to shape reqd, incl, cranking benching spirally for hooping for columns hooking ends and bending with and including MS wire annealed wire not less than 0.9 mm dia.

2250

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M&L mild steel (TMT bar) 5mm to 10mm dia and over cut to length bent to shape reqd, incl, cranking benching spirally for hooping for columns hooking ends and bending with and including MS wire annealed wire not less than 0.9 mm dia as in stirrups, spacers, binders etc.

975

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M&L Formwork to edges of concrete flats n.exc. 12cm wide complete all as specified and as directed

60

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M&L form work to side of concrete foundation , footing, bases of columns, raft and raft beams, sides and soffits (If any) of foundation and plinth beams and similar work, vertical or to batter complete all as specified and as directed

15

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M&L form work to side of pillar, posts, struts, piers, columns etc complete all as specified and as directed

135

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M&L form work to sides and soffits of floor or roof beam, beam haunching, griders, bressummers lintels, cantilevers, shelves including supprots, overhangs etc also splays between floors and beams etc complete all as specified and as directed

132

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M&L form work as in suspended slab, such as roof slabs, floor slabs, landings and similar work, not exceeding 20mm thick(Horizonal or sloping) complete all as specified and as directed

30

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M&L form work as in chullah hoods, chajjas, troughs and the likes; complete all as specified and as directed

3

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M&L PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in cills, coping, steps, tank staging, sesmic and other similar courses, lacing courses parapet and railing upto 60cm height kneeler kerb and alike including weathering, slightly rounded or chemfered angle and throating complete all as specified and as directed

0.75

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M&L treating the bottom and side of excavation at the rate of 5 ltr/sqm (ATT) emulsion of surface area complete all as specified and as directed.

15

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M&L treating the backfil in contact with foundation at the rate of 7.5ltr/sqm (ATT) emulsion of surface area complete all as specified and as directed.

22.5

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M&L treating the bottom surface of floor at the rate 5 ltr/sqm emulsion (ATT) of surface area complete all as specified and as directed.

52.5

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M&L treating the soil under plinth protection at the rate of 5 Ltr/Sqm emulsiom (ATT) of surface area complete all as specified and as directed.

21

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M&L Hardcore of gauge (broken stones) n.exc 63mm deposited spread levelled in layers n.exc 15 cm thick watered and rammed to a true surface complete all as specified and directed.

2.7

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Taking out old deteriorated concrete from column by help of wooden millets including roughening of existing column surface and applying a coat of bonding agent Nitobond EP as per manufacturer's instructions complete all as specified and directed.

10

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M&L drilling holes in existing column upto 150mm depth, cleaning holes with water and filled the hole with chemical anchoring agent RE 500 of Hilti + rebar as per manufacturer's instructions complete all as specified and directed.

500

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Dismantling structural steel work including doors, gates but excluding framed truss etc complete all as specified and directed.

1.5

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S&F framed MS work such as grills, gratings etc with ends of bars shouldered and or riveted or forged into spikes, framed guard bars, barred iron door, ladders, framed balusters, walk waly, railing, water tanks and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.

150

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Taking down rolling shutter area exc 1.5 Sqm but n.exc 25 Sqm complete all as specified and directed.

11

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Taking down old iron gate/shutter of any description, size exc 10 Sqm but n.exc 25 Sqm complete all as specified and directed.

38

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S&F safety lever locks mild steel with 4 levers for rolling shutters complete all as specified and directed.

22

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S&F ball bearing for rolling shutters suitable for rolling shutter complete all as specified and directed.

22

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S&F welded steel wire fabric weight n.exc 4 Kg/Sqm to wood or steel members complete all as specified and directed.

25

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S&F steel rolling shutters made of GI powder coated sheet 1.00 mm thick laths, with gear operated type, with and including top cover, anchoring rod, hasp and staples and one shop coat of primer, including side guide rails made of MS sheet 3 mm thick erected in position with the help of anchor fastner complete all as specified and directed.

580

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