Military Engineer Services Tender
View complete overview of Goa MES Tender
Costs
EMD
₹ 96,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_674347_1Bid Award Id
ViewTender No
8624/E8Tender 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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M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 grade with grey cement and pigment complete all as specified and as directed.
150
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Labour only for refixing machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm and thickness, M-35 grade with grey cement and pigment all as specified.
60
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Labour only for refixing machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm and thickness, M-40 grade with grey cement and pigment all as specified.
60
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M&L for 100 mm thick cement concrete type C2, 1:3:6 using 40 mm graded stone aggregate in sub base of flooring / hard standing complete all as specified and as directed.
670
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Sand filling under floors or in any position including watering and consolidation for laying interlocking paver block all as specified.
33.5
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M&L for providing, cement concrete type B1, 1:2:4 using 20 mm graded stone aggregate as in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and as directed.
8
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M&L for 75 mm thick cement concrete type C2, 1:3:6 using 40 mm graded stone aggregate in plinth protections, finished even and smooth without using extra cement complete all as specified and as directed.
360
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Dismantling floor, hearth or wall tiling including cement mortar bedding but not backing, removing serviceable tiles to store and rubbish off the premises
495
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M&L for 75 mm thick cement concrete type C2, 1:3:6 using 40 mm graded stone aggregate in sub base of flooring/ hard standing complete all as specified and as directed.
745
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M&L for coloured heavy duty paving, chequered finish, cement concrete endura industrial tiles 12 to 15 mm thick (square /rectangular) textured series area of each tile exceeding 0.07 sqm not exceeding 0.18 sqm as in floors, treads and risers of steps fixed with grey cement and pigment laid over complete all as per manufacturer instructions and of design as directed. Make Johnson endura industrial or equivalent of Kajaria/Regency
495
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M&L for screed bed or bedding layer of morter 15 mm thick cement plaster 1:4 for laying floor finished to receive floor tiles complete all as specified and as directed.
745
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S&F stone kerb of machine pressed coloured glossy finish precast cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate, finished at top bullnosed shape and finished surface even and smooth using two coats of epoxy paint and jointed in CM (1:6) struck finished as directed laid with depth of block vertically.
14
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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.
45
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Pre - cast solid block cement concrete 1:3:6 type C-1, (20mm graded stone aggregate) block masonary with solid blocks built in cement mortar 1:6 complete all as specified and as directed.
45
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M&L for PCC type C2 1:3:6 (40cm graded aggregate) as in foundation of drains complete all as specified and as directed.
60
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M&L for PCC type B0 1:2:4 (12.5mm graded aggregate) as in haunching including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed.
7.5
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M&L for PCC type B1 1:2:4 (20 mm graded aggreagate) as in coping including wathering, slightly rounded or chamfered angles and throating complete all as specified and as directed.
8.5
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Rendering 10 mm thick in cement mortar (1:4) on brick surface and finising plastered surface with using extra cement, complete all as specified and as directed.
418
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M&L for extra for forming fair finished drain or channle 30 cm inner girth in cement concrete using extra cement including form moulds mitered/ stopepd ends etc complete all as specified and as directed.
250
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Add for additional 25 mm inner girth over or under 30 cm all as specified
3000
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Demolition of reinforced cement concrete cover slab and removing the debris to a distance not exc 500m and depositing at a level n.exc 1.5mtr from the starting point complete all as specified and as directed.
15
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M&L for precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate for cover slab set in CM 1:4 including necessary formwork complete all as specified.
15
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Dismantling wrought iron or mild steel work of any description not otherwise
provided for
22.5
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S & F for Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks drain covers and similar work conforming to Fe.290.Gde-E-165
2250
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Demolition of cement concrete ( reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed.
10
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Materials and labour for reinforced cement concrete 1:2:4 Nominal Mix using 20mm graded aggregate in slabs supported in walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slab and shelves and the like complete all as specified and as directed.
10
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Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs landings and similar works not exc 200mm thick (Horizontal or sloping) for rough finished surfaces of concrete flat complete all as specified and as directed.
10
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Use and waste of formwork to edges of slab exc 10cm but n exc 20cm thick
15
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M&L for mild steel TMT bars 10mm dia and over, cut to length bent to shape required including cranking bending spirally for hopping for columns hooking ends and binding with and clips complete all as specified and as directed.
600
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M&L for mild steel TMT bars 6 to 8 mm dia and over cut to length, bent to shape required including cranking, bending sprially for hoping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed.
450
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M&L for 15mm thick rendering in cement mortar 1:4 finished even and smooth with out using exrtra cement as on walls complete.
55
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M&L surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft / disintegrated rockcomplete all as specified and as directed.
250
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M&L for chequered cement concrete tiles 200mmx200mmx25mm thick, set jointed and pointed in cement slurry in floors with grey cement and pigments complete all as specified and as directed.
250
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Removing excavated soft disintegrated rock exc 250 M but n. exc 500 M and depositing where required at a level not exc 1.5M above starting point complete all as specified and as directed.
250
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M & L for hard core of gauge not exceeding 63mm of broken stone agreegate, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to true surface complete all as specified and as directed.
37.5
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M & L for Preparation of newly plastered surface of wall and applying two coats of cement base paint over a coat of primer on external surface complete all as specified and as directed.
55
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M&L for preparation of steel surface and applying one coat of red oxide zinc chrome primer and two coats of Epoxy anticorrosive paint over 10 cm width or girth.
85
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