Military Engineer Services Tender

View complete overview of Nagaland MES Tender

Military Engineer Services - MES Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date20 Jan 2024
Closing Date10 Feb 2024
Tender Amount₹ 8,60,000 
Notes
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Costs

Description

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BOQ Items

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Removing excavated soil to distance not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point etc complete all as specified and as directed.

48

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M&L for hardcore with broken stone or boulder of gauge not exc 63 mm, deposited , spread and levelled in layers n. exc 15 cm thick, watered and rammed to a true surfaces complete all as specified and as directed.

7.5

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M&L for PCC 1:2:4, type B2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete etc. complete all as specified and as directed.

3

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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.

0.75

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M&L for brick work with sub class ‘B’ bricks (locally available best quality) straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:4 complete all as specified and as directed.

41

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

3

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M&L for Brickwork with sub class ‘B’ bricks in one brick thick honey comb walling, built in in1:3 complete all as specified and as directed.

15

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

12

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M&L for 15mm thick rendering in cement mortar (1:3), in two layers, under coat of 10 mm thick & top of 5 mm thick, to other than fair faces of brick or concrete wall surfaces, top layer 5 mm thick mixed with water proofing compound (@ 3% by weight of cement or as per manufacture's instructions), finished even and smooth without using extra cement complete all as specified and as directed. Note : Water proofing compound will be measured and paid separately as "Supply only".

30

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

8.25

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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.

12

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M&L for RCC type 1:2:4, type B-1 (using 20mm graded stone aggregate) as in Slabs supported on walls,beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves etc. complete all as specified and as directed. (Note : Reinforement shall be measured and paid separately.

4.5

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Use and waste formwork to soffits of suspended slab such as roof slabs floor slabs, landings and similar work not exceeding 200mm thick (Horizontal or sloping) in rough finished flat surfaces of concrete complete all as specified and as directed.

24

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Use and waste of formwork to edges of concrete flats, treads, breaks in floors, windows cills, concrete railings, openings 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 10cm but n. exc 20cm wide chajja not exceeding 10 cm wide in rough finished surfaces of concrete complete all as specified and as directed.

45

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M&L for mild steel TMT bars 10 mm dia and over cut to length, bent to shape as required including cutting, bending cranking, hooking end and binding with mild steel wire(annealed) not less than 0.9mm dia as in reinforcement bar complete all as specified and as directed.

390

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M & L for mild steel TMT bars 8 mm dia cut to length, bent to shape as required including cranking, bending spirally for hooping for columns,hooking ends and binding with mild steel wire(annealed) not less than 0.9mm dia as in reinforcement bar complete all as specified and as directed.

30

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S & F 110 mm dia PVC (SWR) pipes, single socketed in any length with rubber ring joints and laid in trenches or in floor complete all as specified and as directed.

90

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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, 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.

90

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S & F 75mm bore PVC(SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed.

15

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

6

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S&F 110mm dia PVC (SWR) reducer complete all as specifiec and as directed.

12

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

6

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S&F 75 mm dia branch pieces single (equal or unequal) ordinary or inverted (spigot or socket type) or with parallel branches complete all as specified and as directed.

6

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S&F 75mm bore PVC (SWR) vent cowl complete all as specified and as directed.

6

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