Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Paints and Enamels
Civil Works Others
Eprocure
Opening Date5 Sep 2024
Closing Date3 Oct 2024
Tender Amount₹ 50,00,000 
Notes
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Costs

Summary

Maintenance Repair Of Kerb Stone Berm Painting And Footpath

Description

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BOQ Items

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M&L Brocken stone or bouldars hard core of gauge n.exc 63mm depositing, spread and levelled in layers n.exc 15 cm thick watering and ramming to true surface complete all as specified and directed.

87

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Material and lobour for sand filling under floors or in foundation including watering and consolidation as specified and directed by Engr-in-Charge.

86.28

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M&L for Machine pressed precast concrete interlocking paver block any shape and size conforming to IS- 15658-2006 of 60mm thickness M-35 grade with grey cement and no pigment complete all as specified and directed byEngr-In-Charge.

2072

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All as per Ser item No 6.00 above but except 60mm thick interlocking paver block complete all as specified and directed.

509

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M&L for Machine pressed precast concrete interlocking paver block any shpae and size conforming to IS-15658-2006 of 80 mm thickness M-40 grade with grey cement and no pigment all as specified and directed by Engr-In-Charge.

870

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M&L in repair for Providing and laying at or near ground level factory made kerb stone of 1:2:4, type B1, Using 20mm graded stone aggregate cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including necessary excavation, making drainage opening wherever required complete all as specified and directed by Engr-In-Charge.

35

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All as per Ser item No 9.00 above but except precast cement concrete block complete all as specified and directed.

10

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M&L for preparation of new or previously untreated brick, stone, concrete or plastered surfaces of any description over 10cm girth or width, not otherwise described and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and directed by Engr-In-Charge.

120

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M&L for preparation of old painted brick, stone, concrete or plastered surfaces of any description over 10cm girth or width, not otherwise described and applying one coat of synthetic enamel paint complete all as specified and directed by Engr-In-Charge.

150

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S&F in repair 150mm bore of reinforced concrete pipes, class NP2 laid and jointed complete with collars laid in trenches or in floor complete all as specified and directed.

24

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M&L for cement concrete 1:2:4, type B-1, (Using 20mm graded crushed stone aggregate) as in bands, coping, bed plates including slightly rounded or charfered angles including necessary formwork complete all as specified & directed by Engineer-In-Charge.

12

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Demolition of brick work or stone boulder masonry, built in cement mortar including all quoins, pillars etc complete all as specified and directed by Engineer-In-Charge.

40

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M&L for old size brick work with fly ash bricks straight or curved on plan exceeding 6m radius built in CM 1:6 complete all as specified and directed.

35

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All as per Ser item No 16.00 above but except bricks complete all as specified and directed.

5

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M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement with three coats of white wash complete all as specified and directed by Engineer-In-Charge.

250

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S&F in replacement of solar delinator with 6 LEDs of red / yellow colour house in plastic body with LEDs, solar cells, battery and light sensors well protected in poly carbonate sheet, device pretected with powder coated wire mesh cage, equiped with solar sysytem mounted over 50 mm dia steel tube post powder coated coated length 1000mm also having sheet foot to firm grip in the ground. the delinator to have additional reflective bands , equiped with solar system workable for 2-3 days (night) after full charge of 8-10 hours including excavation in any strata and embedding in PCC 1:3:6, type C1, of size 30cmX30cmX20cm etc including aluminium alloy polycorbonateed powder coated MS pipe of size 50 mm dia and 1000mm hight complete all as specified and directed by Engr-in-charge.

20

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Dismantling of unserviceable wall tiles and S&F coloured glazed ceramic tiles 450x350x7mm / 350x250x7mm / 300x200x7mm thick on vertical surface such as dado/ skirting etc set and jointed in neat cement slurry and pointed in white or colour cement to match the shade over and including 10mm thick rendering in cement mortar 1:4 on brick or concrete surface complete all as specified and directed.

170

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M&L for dismantling structural steel work including doors, gates, framed work etc complete all as specified and directed.

5

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S&F mil steel work such as grill, granites etc with ends of bars shouldered and/ or riveted or forged into spikes, framed guard bars, barred iron doors, ladders, frames balusters walk, railings, frame work of water tanks, cooler stand, ladder and similar work conforming to Fe-290, Gde-E-165 complete all as specified and directed.

500

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M&L preparation of new or previously untreated steel surface of any description over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

60

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M&L for demolition of reinforced cement concrete in ground floors and pavings n.exc 15 cm thickness (below or above ground level) complete all as specified and directed.

3.6

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M&L for RCC 1:2:4, type B-1, (Using 20mm graded crushed stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconioes, shelves and chajjas complete all as specified & directed by Engineer-In-Charge.

3.6

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M&L for use and waste of form work to chajjas, soffits of suspended slab such as roof slabsn.exc 200 mm thick horizontal or slopping, fair finished surfaces complete all as specified and directed by Engineer-in- charge.

24

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M & L mild steel TMT bars 10 mm dia and over, cut to length, bent to shape as required, including cranking, bending and binding with and I ncluding mild steel wire (annealed) not less than 0.90mm dia complete all as specified and directed.

356.4

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M&L for cement concrete (1:3:6), type C2, using 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.

3

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S&F 30mm thick stone slab flooring, laid dry but jointed and pointed in cement mortar 1:3 over 15mm thick screed bed or bedding layer CM 1:4 for laying finishes complete all as specified and directed.

30

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S&F of reflector made out of ABS plastic body heavy duty with two sides fixed with high intensity grade retro reflective sheeting in red/ yellow colour including fixing with suitable adhevsive complete all as specified and directed.

62

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