Military Engineer Services Tender

View complete overview of Nagaland MES Tender

Military Engineer Services - MES Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date15 Jun 2024
Closing Date13 Jul 2024
Tender Amount₹ 8,00,000 
Notes
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Costs

Description

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BOQ Items

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M & L for 15 mm thick rendering in cement mortar (1:4) on other than fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed

30

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M&L for 15mm thick rendering in cement mortar (1:4), in two layers, under coat of 10 mm thick & top of 5 mm thick, to other than fair faces of brick or concrete wall surfaces, top layer 5 mm thick mixed with water proofing compound (@ 3% by weight of cement or as per manufacture's instructions), finished even and smooth without using extra cement complete all as specified and as directed. Note : Water proofing compound will be measured and paid separately as "Supply only".

30

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Supply only integral water proofing compound complete all as specified and as directed.

7

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Demolition of plain cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and as directed.

5

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M&L for PCC 1:4:8, type D2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete etc. complete all as specified and as directed.

2

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M & L for 75mm thick PCC 1:2:4, typeB2 (using 40mm graded stone aggregate) as in path/paving/ hardstanding/floor finished the surface even and smooth without using extra cement complete all as specified and as directed.

60

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M & L for 75mm thick PCC 1:3:6, type C2 (using 40mm graded stone aggregate) as in plinth protection, etc finished the surface even and smooth without using extra cement including provision of joint of size 10 mm wide & 10 mm deep and filling with bitumen mastic joint filling at every 3m length and at corners complete all as specified and as directed.

75

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Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for complete all as specified and as directed.

3

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M & L for pre cast RCC cover slab, type B-1, 1:2:4 (Using 20 mm graded crushed stone aggregate ) as in manhole cover slab etc., and set in cement mortar 1:4 including necessary form work complete all as specified and as directed

2

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M&L for RCC type 1:2:4 , type B-1 (using 20mm graded stone aggregate) as in Slabs supported on walls,sunshade, chajja, floors, roofs, landings, balconies etc. complete all as specified and as directed.

2

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Use and waste of formwork to soffits and sides of suspended slabs such as roof slabs, floor slabs, landings sun shade, chajja, floors, roofs, landings, balconies etc., n exc 200 mm thick (horizontal or sloping) for fair finished surface of concrete complete all as specified and as directed.

15

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Use and waste of formwork to edges of concrete flats, treads, breaks in floors, windows cills, concrete railings, openings in concrete walls, floor and roofs n.exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n. exc 20cm wide chajja not exceeding 10 cm wide in rough finished surfaces of concrete complete all as specified and as directed.

5

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M & L for mild steel TMT bars 8 mm dia cut to length, bent to shape as required including cranking, bending spirally for hooping for columns,hooking ends and binding with mild steel wire(annealed) not less than 0.9mm dia as in reinforcement bar complete all as specified and as directed.

90

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M & L for mild steel TMT bars 10 mm dia and over cut to length, bent to shape as required including cranking, bending spirally for hooping for columns,hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia as in reinforcement bar complete all as specified and as directed.

60

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Taking out carefully Precast RCC cover slab of septic tank, excavating and taking out sludge including foul water in a closed container by mechanical process or manual process, transporting to a distance exc 250 m but not exc 500 m and depositing the same in excavated earthen pit of sufficient size and depth in any type of soil within the defence land, where directed, returning, filling in earth into excavated pit after every disposal of sludge, cleaning inspection pit, sludge chamber inlet and outlet pipe, cleaning MS rungs and also applying one coat of linsed oil complete for septic tank of any capacity, cleaning the septic tank with fresh water complete all as specified and as directed. Note : (i) Depth shall be measured after bailing out water from septic tank (ii) Cost of bailing out water shall be deemed to be included in the quoted rate.)

180

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Taking out carefully the cover slab of each manhole of depth from 1.0 m to 2.0 metre and removing the sludge by mechanical process or manual process, transporting to a distance exc 250 m but not exc 500 m and depositing the same in excavated earthen pit of sufficient size and depth in any type of soil within the defence land, where directed, including returning, filling of earth in excavated pit after every disposal of sludge and also applying one coat of linsed oil and cleaning with fresh water, placing the cover slab in position complete all as specified and as directed.

190

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Cleaning of blockage sewage line manually and then with fresh water of pipe 100 mm dia / 150 mm dia in between man holes and passing rubber ball of suitable size through line to ensure all blockage perfectly clear to the entire satisfaction of Engineer-In-Charge complete all as specified and as directed.

280

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Taking out carefully Precast RCC cover slab of soak well taking out sludge including brick bat and depositing the wastage for cleaning aggregates obtained from soak well,filling soak well with new brick bats with using existing serviceable aggregates (minimum 50% for the purpose) including depositing the sludges/silt in excavated earthen pit of sufficient size and depth in any type of soil within the defence land to a distance exc 250 m but not exc 500 m, returning, filling in earth into excavated pit after every disposal of sludge, cleaning inspection pit, sludge chamber inlet and outlet pipe, cleaning MS rungs and also applying one coat of linsed oil complete complete all as specified and as directed.

25

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Cleaning / removal of blockage from Nahani trap, floor trap, gully trap, IWC, EWC including CI / PVC or any pipe complete all as specified and as directed.

300

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S & F in repairs vitreous china squatting pan"Orissa pattern" size 580 mm x 440 mm white with integral foot rest etc. ( excluding cistern and flush pipe) including S or P Trap and provision of concrete bedding and making good to floor all as specified and as directed.

5

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S & F in repairs, vitreous china wash down water closet (pedestal pattern) including connection to drain (or outgoing pipe) and flushing pipe, anti syphonage pipe, trap set and including white or black seat cover for pedestal pan with mild steel chromium plated aluminium hinging device, fixed to pan with suitable screws etc complete all as specified and as directed

5

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S & F in repairs, 10 Litres capacity, PVC valveless syphonic action type, flushing cistern, low level, white or coloured, with inlet, ball valve, float and handle including brackets etc complete all as specified and as directed.

6

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Dismantling floor, hearth and wall tiling including cement mortar bedding (but excluding backing), removing rubbish off the premises complete all as directed.

30

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M & L for coloured non skid ceramic tiles 7 to 8 mm thick (Square/rectangular) area of each tile exc 0.11 sqm but n.exc 0.18 sqm, laid in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tile over and including 15mm thick screed bed in cement mortar 1:4 complete all as specified and as directed.

20

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M&L for glazed light coloured/printed ceramic tiles 300x200x7mm /350x250x 7mm/450x350x7mm thick in vertical surfaces such as skirting, dado etc set and jointed in neat cement slurry, pointed in white or coloured cement to match colour of tiles, over and including 10 mm thick rendering in cement mortar 1:4 complete all as specified and as directed.

10

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Excavation in trenches not exc 1.50 m wide and not exc 1.50 m deep for foundation or for shafts, wells cesspits,man holes, laying of cable etc not exc 10 Sqm on plan and n exc 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed.

3

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Returning, filling, in soil including spreading, levelling, watering and well ramming in layers n.exc. 25cm thick complete all as specified and as directed.

2

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Removing excavated soil to distance not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point etc complete all as specified and as directed.

1

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

15

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

20

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M & L for concrete bed in cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) for drain pipes 110/100 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed.

20

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M & L for concrete bed in cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) for drain pipes, 150 mm bore including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed.

15

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S & F in repair 110 mm dia PVC (SWR) pipes, single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed.

15

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S & F in repair 75 mm dia PVC (SWR) pipes, single socketed in any length with rubber ring joints fixed to wall as in waste / soil pipe complete all as specified and as directed.

15

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S & F 110 mm dia PVC (SWR) bends any radius complete all as specified and as directed.

5

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S & F 75 mm dia PVC (SWR) bends any radius complete all as specified and as directed.

10

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S & F 110 mm dia PVC (SWR) junction, single, (single T) equal or unequal complete all as specified and directed.

2

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S & F 75 mm dia PVC (SWR) junction, single, (single T) equal or unequal complete all as specified and directed.

3

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S&F 75 mm dia PVC(SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and as directed.

5

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S&F stack clamps made out of 50 mmx 3 mm flat iron and 16 mm dia round iron stay including bolt and nut and securing ends of stay to wall or roof for 75 mm dia pipe complete all as specified and as directed..

10

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S & F 75mm bore PVC (SWR) vent cowl complete all as specified and as directed.

5

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M&L for Cutting into existing manholes for connecting new drains of 110 mm internal dia of pipe, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished, and reforming benching as required complete all as specified and as directed.

3

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