Military Engineer Services Tender

View complete overview of Nagaland MES Tender

Military Engineer Services - MES Tender

Works
Eprocure
Opening Date26 Dec 2019
Closing Date8 Jan 2020
Tender Amount₹ 6,10,719 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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De-sludging the solid sludge and depositing the wastage for cleaning aggregates obtained from soak well with new brick bats including using existing serviceable aggregates (minimum 50% for the purpose) including depositing the sludges/silt under trenches with minimum coverage 30cm earth on top, sprinkling bleaching powder @ 01 kg per square metre for precaution of health hazard to the surrounding ccomplete all as specified and directed (Note: The unit quoted rate under this item shall deemed to be inclusive of bleaching powder, necessary earth work for earth pit for deposition of sludge etc)

46

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Cleaning/removing of blockage IWC, WC, Wash basin, gully trap, floor trap etc. either by hand pump or by rodding or by any other means until clear flow is observed complete all as specified and directed

503

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Demolition of brick work / stone masonry built in cement mortar including all quoins, arches, pillars etc but excluding ashlars facing dressed stone work and pre cast concrete articles and removing to a distance n.exc 50 m as directed by Engr-in-charge.

1.2

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M&L for Brick work with sub class ‘B’ bricks (locally available of best quality) straight or curved on plan exceeding 6 m mean radius on plan, old size bricks in cement mortar 1:6 complete all as specified and directed

1.2

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Demolition of reinforced cement (reinforement cut as required to facilitate demolition) concrete on ground floor and paving not exc 15 cm thickness (below or above ground level) complete all as specified and directed

2.1

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M&L for Pre cast RCC 1:2:4 type B-I (Using 20 mm graded broken stone aggregate) as in manhole cover slab etc and set in CM 1:4 including use of forms, moulds or machine mold and setting complete all as directed and specified.

1.5

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M&L for RCC 1:2:4 , type B-I (nominal mix) using 20 mm graded broken stone aggregate as in slab (Note : Reinforement shall be measured and paid separately here in after) supported on wall .complete all as specified and directed

0.6

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Use and waste of form work to soffit of suspended slabs n.exc 200 mm thick with rough finished surfaces of concrete flat complete all as specified and directed.

11

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Use and waste of form work of edges of concrete flats, treads breaks in floors, etc exceeding, 10cm but not exceeding 20cm wide with rought finished surfaces of concrete complete all as specified and directed

18

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M&L for Mild steel TMT bar 6 to 8 mm dia cut to length bent to shape required including cranking, bending spirally, hooking ends etc and binding with and including mild steel wire (annealed) not less than 0.90 mm dia or securing with clips complete all as specified and directed

113

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All as per item No 13 here-in-before but 10mm dia and over .

28

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Taking down cement plaster of any description including raking out joints, hacking for key, scrubbing down with water etc.complete all as specified and directed

45

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M&L for Rendering 15 mm thick cement plaster in CM (1:4) on stone masonry surface or surface other than fair face of brick work finished even and smooth without using extra cement mixed with WPC as per manufacturer instructions. complete all as specified and directed (Note: WPC will be measured and paid separately here in after).

50.22

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All as per item No 16 here in above but on fair faces of brickwork or concrete surfaces mixed.

5.22

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Supply only integral water proofing compound ISI Marked,complete all as specified and directed

14

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Demolition and breaking up drain pipes (Salt glazed wire, AC or reinceforce concrete, PVC (SWR) pipe set in cement morter 110 mm bore.complete all as specified and directed

35

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All as per item No 19 here-in-before but 150mm dia .

40

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All as per item No 19 here-in-before but 75mm dia .

22

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S&F 110 mm dia PVC pipe (SWR) single socketed in any length with rubber ring joint, laid in trenches .complete all as specified and directed

35

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S&F 75mm dia PVC pipe (SWR) single socketed in any length with rubber ring joint, fixed in walls complete all as specified and directed

22

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S&F stack clamp out of 50mm by 5mm flat iron and 16mm dia round ion stays, including bolts and nuts and securing ends of stays to wall or roof for 75mm dia pipe.complete all as specified and directed

5

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S&F PVC (SWR) Junction Single 'T' equal or unequal 110mm dia,complete all as specified and directed

12

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S&F PVC reducer (SWR) 110mm dia,complete all as specified and directed

12

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S&F PVC (SWR) bends with access door of radius 110mm dia,complete all as specified and directed

12

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S&F PVC (SWR) bends with access door of radius 75mm dia,complete all as specified and directed

12

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M&L for concrete bed to drain pipe in cement concrete (1 : 4 : 8 ) type D-2, for 110mm dia pipe including packing under and haunching against the side of pipe after they are laid and tested in.complete all as specified and directed

32

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Excavation in trenches not exc 1.50 m wide and not exc 1.50 m in depth and getting out in hard/dense soil complete all as specified and directed.

14

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S&F 150mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints and laid in trenches complete all as specified and directed

40

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M&L for PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in concrete bed to drain pipes including packing under and hunching against the side of pipes after they are laid and tested for 150 mm dia pipe complete all as specified and directed.

36

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Cutting into existing manholes for connecting new drain, making good to pipe and rendering, cutting out existing benching for end forming brranch channel (1/2 round or 3/4 section) in cement conrete 1:2:4 type B1 smoth finished and reforming benching as required for 150mm internal dia of pipe.

2

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Cutting into existing manholes for connecting new drain, making good to pipe and rendering, cutting out existing benching for end forming brranch channel (1/2 round or 3/4 section) in cement conrete 1:2:4 type B1 smoth finished and reforming benching as required for 100mm internal dia of pipe.

2

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Returning and filling in including spreading leveling watering and well ramming in layers not exc 25 cm thick in hard/dense soil complete all as specified and directed

12

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Removing surplus soil to a distance n.exc 50 mm mtr and depositing at a level n.exc 1.5 m from initial starting point complete all as specified and directed

2

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