Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Drainage Work
Pipe Line Project
Eprocure
Opening Date13 Nov 2024
Closing Date3 Dec 2024
Tender Amount₹ 48,20,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Excavation in trenches not exceeding 1.5 meter wide and exceeding 3 meter but not exceeding 4.5 meter depth and not exceeding 10 Sqm on plan, for shafts, wells, cesspits, manholes, pier holes, etc and getting out soft/loose soil complete all as specified and directed.

1

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Returning, filling in, including spreading, leveling, watering and well ramming soft/loose soil in layers not exceeding 25 cm thickness complete all as specified and directed.

1214.25

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Removing excavated soil not exceeding 50 meter and depositing where directed at a level not exceeding 1.50 meter above the starting point complete all as specified and directed.

570.75

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Demolition and breaking up salt glazed stoneware (SGSW) drain pipes set in cement mortar internal dia of pipe 150mm complete all as specified and directed.

305

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Demolition and breaking up salt glazed stoneware (SGSW) drain pipes set in cement mortar internal dia of pipe 200mm complete all as specified and directed.

454

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Demolition and breaking up salt glazed stoneware (SGSW) drain pipes set in cement mortar internal dia of pipe 250mm complete all as specified and directed.

50

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M&L cement concrete 1:3:6, type C2 as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid & tested for 150 mm bore pipe complete all as specified and directed.

1050

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M&L cement concrete 1:3:6, type C2 as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid & tested for 200 mm bore pipe complete all as specified and directed.

770

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M&L cement concrete 1:3:6 type C2 as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid & tested for 250 mm bore pipe complete all as specified and directed.

635

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M & L 150 mm dia reinforced concrete pipes, class NP2 laid and jointed complete with collars in trenches as specified

1205

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M & L 200 mm dia reinforced concrete pipes, class NP2 laid and jointed complete with collars in trenches as specified

1199

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M & L 250 mm dia reinforced concrete pipes, class NP2 laid and jointed complete with collars in trenches as specified

670

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M&L cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for & forming branch channel (1/2 round or ¾ section) in cement concrete 1:2:4, type B1 smooth finished and reforming branching as required for 150 mm dia pipes complete all as specified and directed.

18

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M&L 15mm thick rendering/plastering, in cement mortar 1:4 on any face of brick wall or concrete surfaces, surfaces finished even and smooth without using extra cement complete all as specified and directed.

1125.65

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M&L cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed.

39.91

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M&L cement concrete 1:2:4, type B-2 (using 40mm graded stone aggregate) in surface channels and drains complete all as specified and directed.

8.36

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M&L cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings, kneelers, apex stones, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone wallin), corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar 1:4 complete with joints to match complete all as specified and directed.

2

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Demolition of brickwork built in cement mortar of any specification and in any position complete all as specified and directed.

123.31

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M&L brick work in cement mortar 1:6 using sub class ‘B’ old size bricks, straight or curved on plan exceeding 6 meter mean radius complete all as specified and directed.

264.4

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All as per ser item No 22 here-in-before but except bricks. Note :- Servicable tiles obtained from dismantling under ser item No. 21 here-in-before shall be reused after cleaning and removal of moratar.

20.1

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Demolition of reinforced cement concrete (reinforce-ment cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for and removing debris outside MD land complete all as specified and directed.

4

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M&L RCC 1:2:4, type B1 (using 20mm graded stone aggregate) as in precast cover slab, shelves and similar articles and setting in mortar complete with joints to match complete all as specified and directed.

18.43

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S&F mild steel bars 10mm dia and over, cut to length, bent to shape as required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

1843.09

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

8

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M&L 75 mm thick, cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in sub-base of floor topping, complete all as specified and directed.

80

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M&L 100 mm thick, cement concrete 1:2:4, type B-2 (using 40mm graded stone aggregate) as in floor topping, surface finished even and smooth without using extra cement complete all as specified and directed.

80

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Demolition of PCC of any description and in any position as in not otherwise specifically provided

0.25

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M&L providing cement concrete 1:2:4, type B1 (using 20mm graded stone aggregate) in win-dow or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings, kneelers, apex stones, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin), corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar 1:4 complete with joints to match complete all as specified and directed.

0.14

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Supply only integral liquid water proofing compound.

4

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M&L cleaning of blockage IWCs / EWC, bathroom / kitchen by cleaning the nahani traps / gully traps and CI / PVC pipe line upto the 1st Manhole. All the mud / sludge / Kitchen waste / plants roots to be cut/ removed and getting out by washing the traps, CI waste pipe throughly by opening the cleaning eyes lids properly. The sludge/ waste received during cleaning process to be removed at a distance not exceeding 100m from the bldg and Bleaching powder to be spread over waste and burred under the soil / Earth. Earth work shall be included in the unit rate complete all as specified and directed.

20

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Cleaning and desludging / de-watering of septic tanks /Manholes and soakage well of any depth by using honey sucker followed by mechanical roding followed by hydraulic jet pressure machine etc. as required, with the entire satisfaction of Engr -in- charge and re-fixing the manholes cover to its original position complete all as specified and directed.

9

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M&L cement concrete 1:3:6, type C2 (using 40 mm graded stone aggregate) as in bed to drain pipes for 200mm bore pipe including forming crades complete all as specified and directed.

315

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M&L cement concrete 1:3:6, type C2 (using 40 mm graded stone aggregate) as in bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested for 200mm bore pipe complete all as specified and directed.

19

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M&L cement concrete 1:3:6, type C2 (using 40mm graded stone aggregate) as in bed to drain pipes for 150mm bore pipe including forming crades complete all as specified and directed.

85

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M&L cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for & forming branch channel (1/2 round or ¾ section) in cement concrete 1:2:4, type B1 smooth finished and reforming branching as required for 200mm dia pipes complete all as specified and directed.

2

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