Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date5 Nov 2024
Closing Soon9 Dec 2024
Tender Amount₹ 43,60,000 
Notes
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Costs

Description

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BOQ Items

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Excavation in trenches not exc. 1.5m wide for foundation etc or for shafts, wells, cesspits, manholes pier holes etc not exc. 10sqm on plan and exc 1.5m but n exc 3.0 m in depth and getting out in Hard/dense soil complete all as specified and directed by Engineer-in-Charge.

11

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Material & labour for sand filling under floors or in foundation incl watering and consolidation complete all as specified and directed by Engineer-in-Charge.

3

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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 by Engineer-in-Charge.

120

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Removing excavated material n exc 50 m and depositing where directed at level n exc 1.5m above the starting poin complete all as specified and directed by Engineer-in-Charge.

77

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Material & labour for cement concrete (1:4:8) type D2 using 40mm graded stone aggregate as in foudation, filling, sub base and mass concrete complete all as specified and directed by Engineer-in-Charge.

16

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Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished flat surfaces of concrete complete all as specified and directed by Engineer-in-Charge.

185

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Material & labour for reinforced cement concrete (M-30 Design mix) (using 20 mm graded stone aggregate) in foundation, footing, foundation beams, plinth beams, bases for columns, pedestal, under reamed piles, mass concrete, etc complete all as specified and directed by Engineer-in-Charge

50

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Material & labour for form work to sides of pillars, posts, struts, piers, columns and stanchions for rough finished , square, rectangular or polygonal surfaces of concretecomplete all as specified and directed by Engineer-in-Charge.

372

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Material & labour for reinforced cement concrete (M-30 Design mix) (using 20mm graded stone aggregate) as in columns, pillars, posts, struts etc complete all as specified and directed by Engineer-in-Charge.

40

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Material & labour for 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 complete all as specified and directed by Engineer-in-Charge.

167

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Material & labour for reinforced cement concrete (M-30 Design mix) (using 20mm graded stone aggregate) as in beams, cantilevers, bressmummers, lintels over 1.5 m span complete all as specified and directed by Engineer-in-Charge.

20

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Material & labour for form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (horizontal or sloping) for flat rough finished surfaces of concrete complete all as specified and directed by Engineer-in-Charge.

76

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Material & labour for form work to edges of concrete flats, treads, breaks in floors window cills, concrete railing, openings in concrete walls, floor and roofs n exc 20 cm wide and side of RCC/PCC bands in walls, horizontal or sloping and similar work complete all as specified and directed by Engineer-in-Charge.

115

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Material & labour for reinforced cement concrete (M-30 Design mix) (using 20mm graded stone aggregate) as in slabs supported on walls, beams and column in floors, roofs, landings, balconies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-Charge.

23

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Material & labour for MS TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hoopinbg for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.

9600

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Material & labour for MS TMT bars 6 to 8 mm dia, cut to length, bent to shape required, including cranking, bending spirally for hoopinbg for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.

350

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Material & labour for MS TMT exc 5 mm dia and over upto and including 10 mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hoopinbg for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.

3200

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Material & labour for precast cement concrete block masonry type 1:3:6 using 20mm graded stone aggregate with solid blocks, exc 10cm in width and setting in CM 1:6 complete all as specified and directed by Engineer-in-Charge.

5

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Material & labour for 10 mm thick screed bedding in cement mortar 1: 4 on concrete surfaces, finished Fair & even including mixing water proofing compound as per manufacturer's instns complete all as specified and directed by Engineer-in-Charge. Note- WPC to be measured separately as supply only

108

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Applying evenly a tack coat of industrial bitumen 85/25 ,1.2kg/sqm incl cleaning surface. complete all as specified and directed by Engineer-in-Charge.

108

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Supply & fix APP based polymeric membrance min weighing 3kg/Sqm and minimum 3mm thick reinforced with polyster non wove fabric land on primed surface by force application complete all as specified and directed by Engineer-in-Charge.

108

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Material & labour for 50mm thick PCC 1:3:6 20 m graded stone aggregate type C-1 using 20mm graded crushed stone aggregate as in levelling course for receiving roof treatment complete all as specified and directed by Engineer-in-Charge.

108

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Material & labour for cement concrete (1:3:6) type D2 using 40mm graded stone aggregate as in foudation, filling, sub base and mass concrete complete all as specified and directed by Engineer-in-Charge.

2

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Supply & fix framed work such as grills ,framed guard bars barred iron doors ;ladders framed balusters railings and similar work conforming to Fe 410-0or Fe 310-0 complete all as specified and directed by Engineer-in-Charge..

1000

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Material & labour for rendering 10mm thick in CM 1:4 mixed with water proofing compound on RCC/PCC block masonry surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. (Note : Supply only WPC will be measured and paid separately)

566

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Supply only water proofing compound (liquid), ISI marked complete all as specified and directed by Engineer-in-Charge.

39

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Material & labour for rendering 5mm thick in CM 1:3 on concrete surfacves/ chajja/ ceiling, etc as in ceiling finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

77

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Material & labour for preparing newly plastered surfaces of walls and applying three coats of white wash complete all as specified and directed by Engineer-in-Charge.

566

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Material & labour for preparing newly plastered surfaces of ceilings and applying two coats of white wash complete all as specified and directed by Engineer-in-Charge.

77

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Material & labour for hardcore of gauge nexc 63mm , deposited , spread and levelled in layers nex 15cm thick watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.

35

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Material & labour for 75 mm thick cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in plinth protection laid to slope of 1 in 12 and finishing cement concrete surface even and smooth without using extra cement with and including all necessary form work to divide the area in panels, finishing exposed edges fair or rounding or chamfering of exposed edges where directed and providing 6 mm thick joints through the thickness of plinth protection duly filled with mastic filling of one part of hot bitumen 85/25 grade and three parts of fine sand (all by weight) complete all as specified and directed by Engineer-in-Charge..

349

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Removing building material etc (other than spoil payable under earthwork) to a distance of 100 m or under beyond the lead included in the rates incl loading unloading and stacking at the destination complete all as specified and directed by Engineer-in-Charge.

230

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Supply & 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 exc 22.5 cm long but n exc 85 cm long of 11 to 32 mm dia of neck complete all as specified and directed by Engineer-in-Charge.

60

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Material & labour 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 confiriming to FE-290 Gde E-250 complete all as specified and directed by Engineer-in-Charge.

420

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Supply & fix compound girders and stanchions, lattice girders, aerial masts, staging for water tanks and the like including caps, bases, splices etc. built up from two or more beam or channel sections or angles with plates, including all lattice bars, stiffeners, gusset plates, etc.Fe-410-W (Gde E-250)quality B complete all as specified and directed by Engineer-in-Charge.

2930

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Material & labour for preparation of new or previously untreated Surfaces of any description, over 10cm in width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer on new surfaces complete all as specified and directed by Engineer-in-Charge.

250

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Supply & fix CPVC pipes ISI Marked IS 15778 with all fittings for hot and cold water fixed with solvent cement complete to walls and ceilings or laid in floors complete all as specified and directed by Engineer-in-Charge. of following sizes (SDR-13.5)

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15 mm bore

10

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20 mm bore

100

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25 mm bore

134

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Supply & fix CPVC pipes ISI Marked IS 15778 globe or gate valves / Ball valves with iron wheel head, screwed both ends for CPVC pipe and fixed for following sizes with all fittings for hot and cold water fixed with solvent cement complete to walls and ceilings or laid in floors complete all as specified and directed by Engineer-in-Charge. of following sizes (SDR-13.5)

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15 mm bore

2

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20 mm bore

2

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25 mm bore

2

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Supply & fix rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I of capacity 4000 ltrs incl provision of 25 mm bore ball valves, high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed for iron/CPVC pipe and fixed (min wt 455 grms) complete all as specified and directed by Engineer-in-Charge.

11

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Material & labour for 20 mm bore medium grade galvanished iron water tubing with all fittings incl Elbow, T, Socket, reducer, Union etc and fixed complete to walls or laid in trenches complete all as specified and directed by Engineer-in-Charge.

20

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Material & labour for 25 mm bore medium grade galvanished iron water tubing with all fittings incl Elbow, T, Socket, reducer, Union etc and fixed complete to walls or laid in trenches complete all as specified and directed by Engineer-in-Charge.

80

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Material & labour for 40 mm bore medium grade galvanished iron water tubing with all fittings incl Elbow, T, Socket, reducer, Union etc and fixed complete to walls or laid in trenches complete all as specified and directed by Engineer-in-Charge.

80

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Material & labour for 25-32mm bore cutting existing steel tubing for alteration or addition (Each cut to be measured seperately) complete all as specified and directed by Engineer-in-Charge.

2

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Material & labour for 40-50mm bore cutting existing steel tubing for alteration or addition (Each cut to be measured seperately) complete all as specified and directed by Engineer-in-Charge.

1

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Supply & fix in repair gun metal globe or gate valve 20 mm bore with iron wheel head, screwed both ends for iron pipe and if reqd cutting to be made in running pipe for fixing of gate valve complete all as specified and directed by Engineer-in-Charge.

3

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Supply & fix in repair gun metal globe or gate valve 25 mm bore with iron wheel head, screwed both ends for iron pipe and if reqd cutting to be made in running pipe for fixing of gate valve complete all as specified and directed by Engineer-in-Charge.

6

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