Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date10 Jan 2025
Closing Date31 Jan 2025
Tender Amount₹ 45,00,000 
Notes
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Costs

Description

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M&L for 75mm thick PCC (1:4:8), type D2, (using 40mm graded crushed stone aggregate) as in sub-base of of floors etc; finished fair & even/rough mixed with recron fibre as per manufacturer instructions, complete all as specified and directed.

1045

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M&L for PCC (1:4:8) type D-2, (using 40mm graded crushed stone aggregate) mixed with recron fibre as per manufacturer instructions, as in foundation, filling & mass concrete, complete all as specified and directed.

27

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M&L for providing Plain Cement Concrete (1:3:6) type C2, (using 40mm graded crushed stone aggregate) mixed with recron fibre as per manufacturer instructions ,as in surfaces channel and drains including necessary form work, complete all as specified and as directed.

4.5

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

15

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M&L for precast Reinforced cement concrete (1:2:4) type B-1 (using 20 mm graded crushed stone aggrgates ) mixed with recron fibre as per manufacturer instructions, set in cement mortar (1:4) as in landing, cover slab (for manholes, chulla hoods, chajjas, water trough, mangers, shelves and similar article with plain faces including form work and demolition of existing reinforced cement concrete complete all as specified and as directed .

10.8

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M&L for Reinforced cement concrete (1:2:4) type B-1 (using 20 mm graded crushed stone aggrgates ) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like including demolition of existing reinforced cement concrete complete all as specified and as directed .

14.3

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

1957.8

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Use and waste of formwork to soffits of suspected slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 200mm thick (horizonal or slopping) for rough finished flat surfaces of concrete, complete all as specified and as directed.

30

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M&L for Brickwork with Sub class 'B' old size bricks of class designation 75 (i.e average compressive strength 75 Kg / cm2), straight or curved on plan exc 6m mean radius, built in CM 1:6, including demolition of brick work or rubbled stone masonry and disposing off the retrieved debris outside the premises, complete all as specified and directed.

90

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M&L for factory fabricated Hydraulically machine pressed prepolished cement concrete chequered tiles of size 300x300X25mm thick (with grey cement and pigment), set in neat cement slurry including provision of 15mm thick cement screed bedding layer in cement mortar (1:4), tiles joints shall be grouted and immediately after grouting, the joints shall be pointed flush in separate process in cement mortar (1:3) mixed with pigments to match the colour of the Tiles, including dismatling of old one and disposing off the retrieved debris outside the premises, complete all as specified and directed.

302

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M&L for coloured digital Ceramic heavy duty parking tiles 8 to10 mm thick (square / rectangular) of approved size, area of each tile exceeding 0.08 sqm but not exceeding 0.16 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white cement mixed with pigments to match with the shade of tiles, over and including 15mm thick screed bed in cement mortar (1:4), including dismatling of old one and disposing off the retrieved debris outside the premises,complete all as specified and as directed.

400

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Taking down cement plaster on brick or stone walls etc. including raking out joints, hacking for key, scrubbing down with water, etc and including removal of debris and rubbish from the site outside the premises, complete all as specified and as directed.

425

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M&L for rendering 15 mm thick in CM (1:4) on fair faces brick work or concrete surfaces finsihed even and smooth (without using extra cement) mixed with water proofing compound in top layer of 5mm thick as per manufacturer instructions , complete all as specified and as directed. Note:- WPC shall be measured and paid seperately

963

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

17

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Supply only polyester tringular fibres as secondary reinforcement in all type of concrete and mortar, complete all as specified and directed.

171

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M&L for preparing new plastered surfaces of walls and applying two coats cement base paint over a coat of primer, complete all as specified and as directed.

50

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M&L for forming 12 mm thick expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’, thickness of concrete slab 75 mm, complete all as specified and as directed.

100

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Excavation in trenches in soft/ loose soil not exceeding 1.5 metre wide and not exceeding 1.5m in depth and not exceeding 10 Sqm on plan for pole etc, complete all as specified and as directed by the Engineer-in-Charge.

25

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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm thick with soil etc complete all as specified and directed

20

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Removing excavated material to a distance not exc 50.00 mtr and depositng where directed at a level n.exc 1.5m above the stating point, complete all as specified and as directed.

5

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M&L in reapair 450 mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars, complete all as specified and directed.

50

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M&L for cement concrete (1:4:8) type D-2, using 40mm graded crushed stone aggregates for 450 mm bore pipes as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and as directed

50

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