Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Eprocure
Opening Date14 Aug 2020
Closing Date10 Sep 2020
Tender Amount₹ 6,60,690 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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150 Users

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200 Users

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Desludgeing of existing manhole of any size upto 1.5 mtr deep, manually or using mechanical appliances including removal of sludge to a distance not exc 1KM out side of ministry of defence land at isolated places complete all as directed by Engr-in-Charge

20

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Excavating in trenches, n exc 1.5M wide and n exc 1.5M depth; for foundation etc. or for shafts, wells, cess pits, manholes, pier holes etc n exc 10 Sqm on plan and n exc 1.5M in depth and getting out hard/dense soil complete all as specified and as directed by Engr-in-Charge

138.4

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Demolition and breaking up drain pipe (SGSW, AC or RCC) of internal dia 150mm set in cement mortar complete all as directed by Engr-in-Charge.

620.8

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M&L cement concrete 1:4:8 type D2 using 40mm graded crushed stone aggregate in foundation filling as mass concrete including sub base for floor complete all as specified and and as directed by Engr-in- Charge.

3.2

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M&L concrete bed to drain pipe 150mm bore including packing under and hunching against the side of pipe after the laid and tested in cement concrete 1:3:6 type C1 using 20mm graded stone aggregate complete all as specified and directed by Engr-in-Charge.

596

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M&L for salt glazed stonware drain pipe 150mm bore grade 'A' laid in trenches and jointed complete all as specified and directed by Engr-in-Charge.

620.8

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S & F in repairs sand cast iron soil, waste and vent pipe, in any length with or without ear with cement joint fixed to walls complete all as specified.

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100mm bore (Sand Cast Pipe)

84.2

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75mm bore (Sand Cast Pipe)

68.4

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S & F CI bends (any radius), with oval access door, diminishing pieces or tapers( larger bore measured) of following size complete all as specified and directed :-

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100mm bore (Sand Cast Pipe)

15

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75mm bore (Sand Cast Pipe)

10

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S & F in repairs CI branch pieces single (equal or unequal), ordinary or inverted or with parallel branches, with access door, complete all as specified.

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100mm bore

10

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75mm bore

10

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

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100 mm bore pipe

12

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75 mm bore pipe

12

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S&F CI 'P' or 'S' trap of 100mm size dia complete all as specified & directed

4

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S&F CI cowl of following size complete all as specified and directed:-

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100mm dia

5

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75mm dia

5

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Returning, filling in hard/dense soil in trenches after laying pipes construction of manhole etc including spreading, levelling and watering and well ramming in 25cms thick layers all as specified and directed by Engr-in-Charge.

72.8

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Removing of surplus excavated soil to a distance n exc 50m and depositing where directed at a level n exc 1.5m above the starting point all as specified and directed by Engr-in-Charge.

65.6

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Demolition of brick work built in cement mortar or cement lime mortar completed all as directed by Engr-in-Charge.

6.8

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M&L for brick work built in cement mortar (1:4) with sub class 'B' bricks modular size straight or curved on plan exc 6m mean radius for manholes complete all as specified and directed by Engr-in-Charge.

6.8

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Demolition of cement concrete (reinforcement) in ground floor on paving n exc 15 CM thickness (below or above ground level) complete all as directed by Engr-in-Charge.

13.5

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M&L for precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate for cover slabs of manholes, cover slab set in CM 1:4 side portion only with plain surfaces including necessary form work (reinforcement to be measured and paid separately) complete all as specified and as directed by Engr-in-Charge.

5.2

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M&L RCC 1:2:4 type B1 using 20 mm graded aggregate as in slab, shelves etc.all as specified and directed.

8.3

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Form work to soffits of suspended slabs flat surface of concrete finished rough surfaces of concrete not exceeding 200mm thick, complete all as specified and directed.

85.4

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M & L form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, opening 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 10 cm but n exc 20 cm wide.

40.8

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S&F mild steel TMT bar, 10mm dia and over cut to length, bent to shape required, inclduing cranking, bending, hooking ends and binding with mild steel annealed wire not less than 0.9 mm dia conforming to IS-432 all as specified and directed by Engr-in-Charge.

845.6

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Taking down cement plaster on brick/block wall etc including racking out joints hacking for key, scrubbing down with water as described.

85

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M&L for rendering 15mm thick cement mortar 1:4 on fair faces of brick work or concrete surfaces mixed with water proofing compound at the rate of 3% by weight of cement or as per manufacturer instruction , finished even and smooth without using extra cement. Note :- water proofing compound shall be measured and paid separately.

128.5

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Supply only integral water proofing compound.

8.9

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M & L rendering 10mm thick on other than fair face of brickwork or concrete surfaces in cement mortar 1:4 complete all as specified.

60.1

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