Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Eprocure
Opening Date4 Sep 2024
Closing Date2 Oct 2024
Tender Amount₹ 49,56,000 
Notes
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Costs

Description

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BOQ Items

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M&L 15 mm thick cement plaster on brick surfaces or concrete surfaces in CM (1:6) and finishing the surface even and fair including taking down cement or cement lime plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed.

984

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M&L 15 mm thick cement plaster on brick surfaces other than fair faces or concrete surfaces in cm (1:6) and finishing the surface even and fair including taking down cement or cement lime plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed.

216

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M & L for preparation of un-decorated plastered surface of walls and applying two coats of cement base paint over a coat of primer complete all as specified and directed.

1960.04

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S& F in repair Fe 410 -W (GdeE- 250) Joist, channel, angle, or tee sections, fixed independently, without connecting plates,fencing post etc. (cut to ordinary lengths i.e. within 20mm of the length indicated complete all as specified and directed.

960

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M&L for preparation of new steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed.

188

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Demolition of Reinforced cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified and direcetd.

5.52

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Demolition of cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified and direcetd.

5.25

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Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed.

253.9

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

3741

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M&L for mild steel TMT bar 5 mm and over dia in stirrups, spacers ,and binders cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

1231

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M&L for RCC type B1 1:2:4 (using 20 mm graded aggregate) as in beams , cantilevers , bressummers ,lintel , coping over 1.5 m span coping complete all as specified and directed.

17.97

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M & F for Providing, cement concrete type C1 1:3:6 (using 20 mm graded aggregate) , in lintels, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings , copings, kneelers, apex stones, bed plates / bed blocks, kerbs water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed.

5.25

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

36

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Surface excavation in soft/loose soil, not exceeding 30cm deep and averaging 15cm deep and getting out, complete all as specified and directed.

530

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M&L for Precast cement concrete, 1:2:4 mix, Type B1, (using 20mm graded stone aggregates) as in Kerb stones, machine pressed, factory fabricated including weathering slightly rounded or chamfered angles & set in CM (1:4) including necessary excavation & earthwork complete all as specified and directed.

58

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M&L for preparation of new or previously treated surfaces of kerb stones and applying adquate nos. of coats of painting with glossy paints for day and night visibility with different color combinations black/white or yellow/black over one coat of priming paint complete all as specified and directed

47.8

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M & L for hard core of gauge not exc. 63 mm, deposited, spread and leveled in layers not exc. 15 cm thick, watered and rammed to a true surface using broken stone or boulders complete all as specified and directed.

31.58

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M & L plain cement concrete type C2 1:3:6 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.

36.3

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S&F rubber moulded interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 100 mm thickness M-50 Grade bedded over 25 mm thick sand cushion including filling the joint with sand and complete all as specified and directed

128

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M&L cement concrete type B0,1:2:4 (using 12.50 mm graded stone aggregate) as in coping of sides of interlocking tiles, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed complete all as specified and directed.

0.8

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Excavation in post holes (or similar holes) each n. exc. 0.50 CUM and getting out, returning filling in and ramming earth in layers n. exc. 25 cm watering and removing surplus soil and making good disturb surface in soft/loose soil complete all as specified and directed.

26

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S&F Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates framed trussed, , angle, channel , tubes including distance pieces, cleats etc complete all as specified and directed.

1146

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M & L for hard core broken bricks of gauge not exc. 63mm, deposited, spread and levelled in layerfs not exc. 15 cm thick watered and rammed to a true surface of broken stone or boulders etc. complete all as specified and directed.

23.95

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S & F prepainted Galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering / clading to wall, fixed with self tapping screws as specified. complete all as specified and directed.

242

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M & L for plain cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in roof kerbs,coping, benching etc including weathering slightly rounded or chamfered angles and throating complete all as specified and directed.

2.19

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M & L Plain cement concrete type D2 1:4:8 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.

21.38

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S&F Machine pressed precast concrete coloured interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade bedded over 25 mm thick sand cushion including filling the joint with sand and complete all as specified and directed.

221

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S&F for Wooden flooring(including skirting) -kiln seasoned teak wood surface board finished with 18mm thick in tongue and groove shape. The edges of the boards will have a finger lock grove and the bottom side with air pass groove. Under Frame- Made of premium quality fir/spruce/pine wood runners fixed on the bottom side with 10mm thick air cushioning pads by nails through the two wings at 350mmc/c .Installation - A vapour barrier of 6ml. (600 micron) thick will be placed on the leveled IPS sub-floor before laying the under frame. the runnder having air cell cushioning pads will be placed on the vapour barrier in perfect level at 350 mm c/c in one direction. the surface boards will be screwed to the runners through the tongue only and will lock the screwed tongue by the groove of the adjoining boards. the ends of the boards will be locked by inserting the wooden fingers through the edge groovers and fixed with suitable adhesive alongwith A GSM absorb wool complete all as specified and directed by Engineer-in charge.

45

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M&L for Brickwork with fly ash brick in CM 1: 6 straight or curved on plan exc 6 m mean radius complete all as specified and directed.

51.92

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S& F Fe 410 -W (GdeE- 250) Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated complete all as specified and directed.

820

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Supply and fix in diamond shape high strength steel punched tape concertina coil 600 mm dia (in specified stretched position) hot dip galvanized coated with CLR anti corrosive paint by making diamond shape with the help of dove tail clips (18SWG) fixed over razor wire with the help of hogrings (14SWG) in angle iron bracket / frame over boundary wall etc complete all as specified and directed.

278

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S & F razor wire 2.24 mm dia with 20 mm wide & 0.5 mm thick razor strip fixed with clamps in rows in angle iron bracket / frame over boundary wall etc complete all as specified and directed.

20

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M&L 15 mm thick cement plaster on fair faces of brick surfaces or concrete surfaces in cm (1:4) including finishing the surface even and fair complete all as spd and directed

19.15

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S& F Pre -painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of an color having tensile strength of 550 MPa as in roof covering /cladding to wall ,fixed with self tapping screws complete all as spd and directed

10

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S&F rubber moulded interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 60 mm thickness M-35 Grade including 25mm thick Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed

105

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Excavation in trenches not exc. 1.50 m wide and not exceeding 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exceeding 10 sqm on plan and getting out in soft / loose soil complete all as specified and directed.

164

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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in each layer as in soil complete all as specified and directed.

52

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Removing excavated material (Soils) exc 50 m but not exceeding 100m & depositing where directed at level not exc. 1.5 M above the starting point complete all as specified and directed.

53

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M&L for Form work to sides of concrete foundations, footings, bases of columns, beams sides and soffits (if any) of foundation and pinth beam and similar work vertical rough finished surfaces of concrete (horizontal or sloping) complete all as specified and directed.

107

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M&L for Form work to sides of pillars, struts, columns and stanchions and similar work square, rectangular rough finished surfaces of concrete all as spd and directed.

80

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Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide complete all as specified and directed.

61

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M & L for RCC Type B1 1:2:4 (20mm graded aggregate) as in foundation, including rafts, footings, foundation beams; plinth beams; bases for columns, etc. complete all as specified and directed.

30

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M & L for RCC Type B1 1:2:4 (20mm graded aggregate) as in columns,pillars, post and struts etc. complete all as specified and directed. Note:- Reinforcement shall be measured and paid separately).

6

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M&L for providing, RCC Type B1 1:2:4 (20mm graded aggregate) as in in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands,copings, kneelers, apex stones, complete all as specified and directed.

9

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S & F of galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossings with and provision of galvanised mild steel wire, straining bolts at ends, staples or steel pins etc. complete all as specified and directed (Note:- Each line of wire to be measured).

7

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M&L for Brickwork with fly ash bricks Old size bricks in cement mortar, straight or curved on plan exc 6m mean radius, built in in CM 1:6 .complete all as specified and directed.

29

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Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms maulds intered stopped end etc.all as specified and directed.

76

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All as per item No 50 herein before but girth Add or deduct for each 25 mm girth or part thereof over or under 30cm

76

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Removing excavated material exceeding 250 Mtr and n.exc 500 Mtr and depositing where as directed complete all as specified and directed.

59

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Material and labour in providing reinforced precast cement concrete (1:2:4) type B1 using 20mm graded stone agg. as in drain cover.all as specified and directed.

8

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M & L for Cement concrete Type B2 1:2:4 (20 mm graded graded aggregate) in surface channels and drains or walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified and directed.

3.8

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

157

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Demolition of Concrete in ground floors and pavings n exc 15 cm thick (below or above ground level) complete all as specified and directed.

11.25

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M & L for 75 mm thick Plain Cement Concrete, type D-2, 1:4:8 mix (using 40 mm graded stone aggregates) as in sub base complete all as specified and directed.

170

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S & F of steel work as in tubular trusses including special shaped washers etc. complete using ERW or induction butt welded tubes conforming to IS-1161(1979) grade St-240 complete all as specified and directed.

975

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M & L for 80 mm thick, M-40 grade machine pressed pre-cast concrete interlocking paver block confirming to IS 15658-2006 with grey cement and pigment in any shape and size, laid dry over sand cushioning complete all as specified and directed.

80

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M & L for sand filling under floors or in foundations including watering and consolidation as required complete all as specified and directed.

2

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Notes:- Tenderers may note that amount as given in schedule of credit will be deducted from the total amount to worked out the net contract sum at the time of Acceptance of tender.

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