Military Engineer Services Tender

View complete overview of Uttarakhand MES Tender

Military Engineer Services - MES Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date8 Jun 2024
Closing Date4 Jul 2024
Tender Amount₹ 6,00,000 
Notes
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Costs

Description

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BOQ Items

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M & L Cement concrete type B1 (1:2:4) (20 mm graded aggregate) in surface channels and drains etc complete all as specified and directed..

1.7

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Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc. complete all as specified and directed all as specified and directed..

30

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Add or deduct for each 25mm girth or part thereof over or under 30cm ditto complete all as specified and directed.

10

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M&L PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in coping benching including necessary form work all as directed.

0.5

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Taking down existing cement plaster on brick or stone walls/ceilling etc including racking out joints, hacking for key, scrubbing down with water etc complete.

10

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M&L for 15 mm thick rendering in CM 1:4 on fair faces of brick work or concrete surfaces finished fair and even complete all as specified and as directed by the Engineer-in-Charge.

40

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M&L for stone walling of random rubble stone masonary, uncoursed, well bounded, bedded & solidely hearted built in cement mortar (1:6) using locally available best stone complete all as specified and directed

7

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Ditto all as per above item but except stone (stone shall be obtained from demolition all as directed by EIC

2

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M&L Providing precast cement concrete type B1 1:2:4 (20mm graded aggregate) as in steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including cham- fers, weatherings, throat- ing etc. and setting in mortar 1:4 complete with joints to match

0.5

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M&L flush pointing to RR stone masonary un coursed in cm (1:4) complete all as specified and directed.

3

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Extra over stone masonary for hammer dressing to face stone & face beds, joint with maxi depression on face from straight, edge held against the dressed surface nexc. 40mm thick for granite or trap basalt stone complete all as specified and directed

30

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Removing mortar from and cleaning stones obtained from stone masonary of any description (except ashlar facings and dressed stone work stacking for measurement including all extra handling complete all as specified and directed by EIC.

2

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M & L for loose filling with aggregate of gauge 40 to 80 mm to cover weep holes complete all specified & as directed.

0.1

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M&L for low density polythylene pipes (LDPE) 50mm bore of pressure rating 6Kg/cm square laid in retaining wall.

20

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Dismantling posts or struts (wood, steel or RCC) any section includin taking our embedded portion and making good disturbed ground (embedded in concrete, brick work, masonary etc)

12

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M&L for hand rails, posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc flats iron fillets (for securing wire mesh etc ) similar work complete in repairs.

40

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M & L for plain cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate in foundation filling &mass concreting etc as specified and directed by Engineer in charge.

0.64

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S&F in repairs galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails bolts, including securing or tying at crossings with and provision of gavanised mild steel wire, staole or steel pins, etc as directed all as specified & directed.

1

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S&F in repair galvanised concertina coil 610mm dia as in fencing on the top of angle iron including GI plain wire 3mm dia for holding coil complete all as specified and approved as directed.

200

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M & L for preparation of new steel surface of any description over 10cm in width or girth and applying two coath of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer in charge

10

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M&L 75mm thick PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in subbase of flooring complete all as specified and directed.

116

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M&L for Core Endura tiles (Super grip series) coloured(Ivory, Terrakota, Grey etc) of size (300x300mm or 400x400m) 15mm thick in floors/riser/step etc set and jointed with necessary adhessive & pointed in white or coloured cement to match all as specified and directed.

70

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M&L Chequred cement concrete tiles 30cmx30cmx 25mm thick set jointed and pointed in neat cement slurry in floors with grey cement and pigment, complete all as specified.

46

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M&L 20mm thick screed bed in CM (1:6) as in sub base of floor complete all as specified and directed.

116

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Dismantling of floor hearth or wall tiling incl cement mortar bedding (but not backing) removing serviceable tiles to store & rubbish of the premises all as specified and directed..

116

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Demolition of stone slab to set paving of any description or thickness and laid dry or laid dry and pointed and removing serviceable stone/paver to store complete all as specified and directed.

7

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M & L for machine pressed precast interlocking paver block of any size and shape confirming to IS : 15658-2006 of 60 mm thick M-35 grade with grey cement and pigment set over sand cushioning as specified and directed.

70

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M& L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.

2.9

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Providing cement concrete type B1 1:2:4 (20mm graded stone aggregate) in kerbs or mud stops, rounded or chamfered on edges all as specified and directed.

0.5

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M&L for removal of land sliding material /snow/ debris by removing the same by JCB to a distance exc.50mtr and making the surface good complete all as directed. NOTE- (a) Per hours charge will be started when JCB will reached actual site only working hours will be measured and paid all as specified and directed..

50

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Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed complete all as specified and directed.

13.3

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