Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date26 Feb 2024
Closing Date25 Mar 2024
Tender Amount₹ 40,00,000 
Notes
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Costs

Description

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BOQ Items

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M & L for loose filling with broken bricks aggregates of gauge 80 to 150 mm in soakage pits, soakage wells including taking out old borken brick bats and removing from site complete all as specified and as directed.

8

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M & L for loose filling with broken bricks aggregates of gauge 40 to 80 mm in soakage pits, soakage wells including taking out old borken brick bats and removing from site complete all as specified and as directed.

2

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Demolition of brick or stone masonry work, built in cement mortar including all quoins, arches, pillars etc complete all as specified and as directed.

85.63

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

75

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All as per item no 7 above but except bricks ( serviceable bricks shall be obtained from demolition of old brick work here in before)complete all as specified and as directed.

2

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M & L for brick work with subclass ‘B’ bricks, (locally available best quality) straight or curved on plan to any radius in half brick thick wall, built in cement mortar (1:4) complete all as specified and as directed.

50

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Demolition of brick ( laid flat or on edge) or brick tiles in floors, channels, kerbs, aprons, etc ( each layer) laid , bedded and pointed in any mortar complete all as specified and as directed.

13.5

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M & L for brick work with subclass ‘B’ bricks, (locally available best quality)laid flat into sides of drain bedded and jointed in CM 1:6 and pointed in CM 1:3 complete all as specified and as directed.

80

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All as per item no 11 above but except bricks ( serviceable bricks shall be obtained from demolition of old brick work here in before)complete all as specified and as directed.

20

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M & L for brick work with subclass ‘B’ bricks, (locally available best quality)laid on edge of drain bedded and jointed in CM 1:6 and pointed in CM 1:3 complete all as specified and as directed.

30

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All as per item no 13 above but except bricks ( serviceable bricks shall be obtained from demolition of old brick work here in before)complete all as specified and as directed.

5

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M & L for brick work with subclass ‘B’ bricks, (locally available best quality) straight or curved on plan to any radius in half brick thick honey comb walling , built in cement mortar (1:4) complete all as specified and as directed.

50

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Taking down cement plaster on walls, chajja surfaces, etc including raking out joints, hacking for key, scrubbing down with water complete all as specified and directed.

650

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M&L for 15mm thick rendering in cement mortar (1:4), in two layers, to other than fair faces of brick or concrete wall surfaces, top layer 5 mm thick mixed with liquid water proofing compound @200 ml per 50 kg of cement or as per manufacture's instructions), finished even and smooth without using extra cement complete all as specifed and directed. (Note : Water proofing compound to be measured and paid separately as "Supply only")

500

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M&L for rendering 15 mm thick in CM (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 directed

400

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

400

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M&L for rendering 15 mm thick in CM (1:6) on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed

100

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

3

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M & L for preparation of newly plastered surface of walls and applying three coats of white wash complete all as specified and as directed

650

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Demolition of plain cement concrete unreiforced of any description and in any position not other wise specifically provided for complete all as specified and as directed.

9

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

4

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M&L for 75mm thick PCC 1:3:6 Type C-1(using 20mm graded crushed stone aggregate) as in path/paving/ hard standing and finishing the surfaces even and smooth without using extra cement complete all as specified and as directed.

50

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M&L for 75mm thick PCC 1:3:6 Type C-1(using 20mm graded crushed stone aggregate) as in sub base complete all as specified and as directed.

30

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

1

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M & L for plain cement concrete 1:3:6, type C2 (using 40 mm graded stone aggregate) as in surface channel and drain including necessary form work complete all as specified and as directed.

7

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

150

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M & L for PCC 1:2:4, type B1 (using 20 mm graded stone aggregate) as in benching and coping, cills, hold fasts, fixing of post, water trough etc. including necessary formwork (straight or curved) complete all as specified and as directed.

2

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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.

12

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M&L RCC 1:1½:3 type A1(20mm graded stone aggregate) nominal mix as in slabs supported on walls , beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.

3

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M&L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landing and similar works, not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed.

40

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M&L for Formwork to edges of rough finished surfaces of concrete flats, treads, breaks in floors, window cills, concrete railing, opening in concrete walls, floor and roof not exceeding 20cm wide complete all as specified and directed.

25

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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

9

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M & L for TMT bars 10 mm dia and over cut to length, bent to shape as required including cranking, bending 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.

1340

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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 specified and as directed.

70

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M & L in repair for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006, 60mm thick M-35 grade including sand cushioning 30mm thick with filling of joints with sand complete all as specified and as directed.

30

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M & L for pre polished chequered cement concrete tiles in floor, area exc 0.06 Sqm but not exc 0.11 Sqm, 25 mm thick with white cement and pigments of approved make jointed with cement slurry and pointed with white cement mixed with colour pigment to match with the tiles over and including screed bed of 20 mm thick cement mortar (1:6) including dismantling of old tiles of any descrption complete all as specified and as directed.

100

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S & F in repair 160 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.

265

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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.

575

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S & F in repair 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.

250

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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.

375

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

95

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

10

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

95

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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 provided with access door complete all as specified and directed.

50

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

35

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

20

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

10

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M & L in repair for Reiforced concrete pipes,450mm dia class NP 3 laid and jointed complete with collars complete all as specified and as directed.

10

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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 RCC drain pipes 450 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.

10

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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, 160 /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.

189

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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, 100/110 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.

175

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S & F in repairs, 150 mm X 150 mm salt - glazed stoneware gully traps, square or round mouthed, type P complete all as specified and as directed

24

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M&L for cutting holes into or through brick / block walls built in cement mortar and making good in cement mortar (1:3) or cement concrete (1:2:4) type B1 as required not exc. surface area 150 sqcm complete all as specified and as directed.

40

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Cutting into existing manholes for connecting new150mm to 200mm dia pipes for drains and making good to pipes 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 B-1 smooth finished and reforming benching as required complete all as specified and directed.

15

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Maintenance/cleaning of masonry of concrete drains ( cross sectional area not exceeding 1.20 sqm) by desilting of all deposited soil/silts and other materials including removing all vegetation from side and bottom of drains to a distance exceeding 250m and not exceeding 500m and depositing in layers not exceeding 25cm thick complete to the original shape of drains and free flow of water and complete all as specified and directed.

1000

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Maintenance/cleaning of masonry of concrete drains ( cross sectional area exceeding 1.20 sqm) by desilting of all deposited soil/silts and other materials including removing all vegetation from side and bottom of drains to a distance exceeding 250m and not exceeding 500m and depositing in layers not exceeding 25cm thick complete to the original shape of drains and free flow of water and complete all as specified and directed.

250

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Removing bushes / shurbes girth not exc. 5 cm including taking out roots from wall, chajjas, roof etc. and making good the disturbed portion of plastered surface and apply herbiside on affected area to avoid further weed growth complete all as specified and as directed.

950

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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 capacity from 25 user to 500 users, 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.)

850

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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.

1150

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Taking out carefully the cover slab of each manhole of depth upto 1.0 m 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.

450

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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.

11500

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Cleaning carefully the blokage of soil / waste pipe manually and then using fresh water of the blockage in CI / PVC Pipe 75 to 100 mm dia on walls and ensure all blockage perfectly cleared including necessary scafolding up to a height of 20.00 metre to the entire satisfaction of complete all as specified and as directed.

2000

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Taking out carefully the cover slab of gulley traps of any size and shape ,depth and clearing the blockage by removing the sludge/any material to a distance exc. 250m and n.exc. 500m and cleaning with fresh water placing the cover slab / Grating in position complete all as specified and as directed

800

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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.

1950

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Cleaning of manholes of depth not exceeding 1.50m deep manually by taking off sludge, waste soil and silted soil from the existing manholes of any size including taking down cover slab of any type, thickness and size carefully and refixing in same position after necessary cleaning and removingg the cleaned sludge out side MOD land in sealed container complete all as specified and directed.

750

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Cleaning of manholes of depth exceeding 1.50m and not exceeding 3.00m deep manually by taking off sludge, waste soil and silted soil from the existing manholes of any size including taking down cover slab of any type, thickness and size carefully and refixing in same position after necessary cleaning and removingg the cleaned sludge out side MOD land in sealed container complete all as specified and directed.

250

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Cleaning of manholes of depth exceeding exceeding 3.00m deep manually by taking off sludge, waste soil and silted soil from the existing manholes of any size including taking down cover slab of any type, thickness and size carefully and refixing in same position after necessary cleaning and removingg the cleaned sludge out side MOD land in sealed container complete all as specified and directed.

40

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Providing one trolly mounted sewage pump of non clogging type with self priming unit , 6.5 BHP capacity deisel driven with dischage pipe including fuel, operator and pumping for pumping out sewar etc complete all as specified and directed.

60

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S & F in repairs, 100mm dia cast iron floor trap / Nahani trap including grating jointing to waste pipe fixed in cement concrete type B1 (1:2:4) , using 20 mm graded stone aggregates complete all as specified and as directed.

40

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

20

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S&F in repair salt glazed stoneware drain pipes, 150 mm bore, laid in trenches and jointed complete all as specified and as directed.

59

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