Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Eprocure
Opening Date29 Sep 2018
Closing Date20 Oct 2018
Tender Amount₹ 16,48,090 
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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Excavation in trenches n.exc 1.5m wide and n.exc 1.5m deep and getting out in any type of soil complete all as specified and directed by Engineer-in-charge.

45

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Ditto as per item no 4 but exc 1.5m and e exc 3m

4

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Walling of random rubble stone masonry built in cement mortar (1:6), uncoursed, well bonded, bedded and solidly hearted and pointed flush the surface in contact with earth in same mortar as the work proceeds, including demolition of brick work or stone masorny built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed. Note :- Qty shall be measured after deducting the qty of concrete bond stone.

165

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Extra over stone walling for hammer dressing to face stones and dressing to face beds and joint, as specified , of random rubble walling,uncoursed or brought upto courses with maximum depression on face from a straight edge held against the dressed surface not exc. 20 mm all as specified and directed.

85

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External angles (for quoins and jambs) in facing for walling of squared rubble stone walls complete.

10

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M&L for for flush pointing to random rubble masonry in CM 1:3 complete all as specified.

30

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Racking out joints and M&L for flush pointing to squared rubble masonry in CM 1:3 complete all as specified and directed by Engr -in-charge.

20

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M&L for brick work with sub class 'B' bricks straight or curved on plan exceeding 6m mean radius in CM 1:6 including demolition of brick work or stone masorny built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed.

30

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M&L for brick work with sub class 'B' bricks straight or curved on plans to any radius in half brick thick walls built in cm (1:4) including demolition of brick work or stone masorny built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed.

90

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M&L for 10mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:4 finished even and smooth without using extra cement.

270

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M&L for 15mm thick rendering on other than fair faces of brick work or concrete surfaces in CM 1:6 inished even and fair h without using extra cement.

270

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M&L for providing 50 mm thick cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregates as in plinth protection laid in alternate bays (n exc 2 Sqm each) and finished even and smooth without using extra cement and providing joints throughout the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight complete all as specified.

280

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M&L for PCC 1:2:4 type B-1, (using 20mm graded stone aggregate) as in grouting of angle posts, pillars etc including necessary form work complete all as specified and directed.

2

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M&L for RCC (1:2:4) type B1 (using 20 mm graded stone aggregate ) as in lintels, slab, beam supported on walls etc complete all as specified and directed.

4

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M&L for pre-cast cement concrete (reinforced )slab type B-1, 1:2:4 using 20mm graded stone aggregates as in manholes cover slab set in cement mortar 1: 4.including necessary form work complete.

7

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M&L for PCC 1:2:4 type B-1, (using 20mm graded stone aggregate) as in coping ,benching, haunching including all necessary form work.

23

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M&L in repairs for precast cement concrete, RCC 1:2:4 type B0 (using 12.5 mm graded aggregate.) louvers and jallies, 40 mm thck (measured solid) including pre-cast pillars of size 125 mm x 125 mm in section all moulding , complete set in cm (1:4) on wall etc.

40

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S&F for 4mm dia galvanised steel wire , 50mm x 50 mm mesh , made up into mattresses or cages ,lapped wired and laid in position , including closing , after filling complete allasspecified.

75

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M&L for RCC (1:2:4) type B1 (using 20 mm graded aggregate ) as in lintels, slab, beam supported on walls etc complete all as specified and directed.

1

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Form work to soffits of suspended slab such as roof slabs, floor slabs, landing and similar work complete all as specified and directed.

50

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M&L for MS TMT bars 10mm dia and over cut to length bent to shape required including cranking bending spirally for columns, hooking end and binding with and including mild steel wire (annealed) not less than 0.9mm dia.

1050

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M&L for MS TMT bars 5 mm dia and over upto and including 10 mm dia cut to length bent as in stirrups , spacer and binders etc.

350

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M&L Non-skid coloured ceramic tiles 7 mm thick (squre / rectangular) area of each tile exceeding 0.06 Sqm but not exe 0.11 sqm in floors, etc set and jointed in neat cement slurry and pointedpointed in coloured cement to match the colour of tiles,laid over and including cement screed bed 15 mm thick in cement mortar (1:4) laying floor finish complete all as specified and directed.

80

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S&F coloured glazed ceramic tiles on vertical surfaces 300x200x7mm thick, set and jointed in neat cement slurry and pointed in white or coloured cement to match including backing screed in cm 1:4.

200

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M&L for 100 mm thick PCC (1:4:8) type D2 (using 40 mm graded stone aggregate ) as in floor sub base , finished surface fair and even complete .

215

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Material and labour for300mmx300mmx20mm thick rubber moulded cheqered cement tiles, with grey cement and pigment laid over 15mm thick screed bed in CM 1:4 set and jointed in neat cement slurry and pointed with neat cement slurry in floors.

215

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M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15656 -2006 of 60 mm thick M -35 all as specified and directed.

100

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M&L for sand filling under floors or foundation, and receiving to interlocking tiles,complete.

4

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Demolition and breaking up drain pipes (salt glazed ware, AC or reinforced concrete) , any dia pipe, set in cm.

70

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M&L for concrete bed to drains including packing and haunching against the sides of pipes after they are laid and tested for 150mm bore pipes in concrete type C-2, 1:3:6 using 40mm graded aggregate.

100

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M&L for 150mm bore salt glazed stone ware pipes laid in trenches and jointed as specified.

100

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M&L for 150mm bore for cutting into existing manholes for connecting new drains making good to each 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 B-1 smooth finished and reforming benching as required.

8

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M&L for PCC (1:2:4) type B2 (using 40 mm graded aggregate) as in surface channel of drain.

5

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Extra for forming fair finished drain or channel 30cm inner grith in cement using extra cement including forms, moulds, mitred / stopped ends etc.

135

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Dismantling wrought iron or mild steel work any discription as directed by Engr-in-charge.

7.5

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Supply and fixing in repair Galvanised 2 strand, steel barbed wire 2.24mm dia with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with ans provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) all as specified.

27.5

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Providing and fixing in repairs concentina coil fencing with puch tape concentina coil 1050mm dia having 10 round/RM up to 3 mtr height of wall with angle iron 'Y' shape, all as specified and directed.

1490

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S&F in repair angle iron for posts, struts in fencing including cutting tops, to shape as required, drilling holes, notching for wire, including welding etc, confirming to Fe-290 Gde, E-165.

1050

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M&L for preparing NEW plastered surface of wall and applying two coats of cement base paint over a coat of primer all as specified.

1090

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M&L for preparation of NEW surfaces of over 10cm in width or girth with two coat of synthetic enamel paint over coat of primer red oxide on angel iron complete all as specified and directed.

130

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M&L for preparing of OLD plastered surface of wall and applying two coats of cement base paint all as specified.

260

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Returning, filling in including spreading levelling watering and well ramming in layers not exc 25cm in soft/loose soil.

36

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Removing excavated material n exc 50 mtr and depositing where directed at level n exc 1.5 mtr above the starting point.

10

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