Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date19 Oct 2024
Closing Date9 Nov 2024
Tender Amount₹ 50,00,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Dismantling wrought iron or mild steel work of any description not otherwise provided for all as specified and as directed.

95

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Dismantling fencing wire mesh of any type and size all as specified and as directed.

3500

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Dismantling posts or struts (wood, steel or RCC) any section including taking out embedded portion and making good disturbed ground all as specified and as directed .

100

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Demolition and breaking up drain pipes (salt glazed ware, AC or reinforced concrete) set in cement mortar, internal dia of pipe 150mm all as specified and as directed.

150

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Demolition and breaking up drain pipes (salt glazed ware, AC or reinforced concrete) set in cement mortar, internal dia of pipe 300mm all as specified and as directed.

20

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Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) removing rubbish off the premises complete all as specified and as directed.

100

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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. all as specified and as directed.

200

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Excavation in trenches, n exc 1.50m wide and n exc 1.50m in depth; for foundations, etc. or for manholes etc not exc 10 Sqm on plan and not exc 1.5m in depth and getting out in soft/loose soil all as specified and as directed.

50

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Excavation in trenches, n exc 1.50m wide and n exc 1.50m in depth; for foundations, etc. or for manholes etc not exc 10 Sqm on plan and not exc 1.5m in depth and getting out in hard/dense soil all as specified and as directed.

30

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Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25cm thick with soils all as specified and as directed.

35

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Removing excavated soil to distance exc 250m and not exc 500m and depositing where directed all as specfied and as directed.

45

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Excavation in post holes in any type of soil, each not exceeding 0.5 Cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm thick, watering and removing surplus soil to distance not exceeding 50 m and making good surfaces all as specified and as directed.

520

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

22

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

74.2

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M&L for PCC, 1:2:4, type B1 (using 20 mm graded stone aggregates) as in lintels upto 1.50m clear span, cills, steps, seismic and other similar bands, plinth courses, copings and the like including watering, slightly rounded or chamfered angles and throating complete all as specified and as directed.

2

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M&L for RCC, 1:2:4, type B1 (using 20mm graded stone aggregates) as in precast posts, fencing posts,straining or terminal posts, struts etc for fencing, average sectional area n exc 100 Sqcm with or without chamfered angles and flat, splayed ronded or mitred tops including moulds complete all as specified and as directed.

1

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M&L for reinforced cement concrete 1:1½:3, type A-1, using 20mm graded stone aggregate as in foundations including rafts, footings, plinth beams and bases for columns complete all as specified and as directed.

4

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M&L for reinforced cement concrete 1:1½:3, type A-1, using 20mm graded stone aggregate as in bands, lintels and similar work complete all as specified and as directed.

1.8

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M&L for reinforced cement concrete 1:1½:3, type A-1, using 20mm graded stone aggregate as in columns complete all as specified and as directed.

3.8

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M&L for precast reinforced cement concrete 1:2:4, type B-1, using 20mm graded stone aggregate as in landings, cover slabs (for manholes etc) and similar small articles with plain fair faces, set in cement mortar 1:4 including moulds etc complete all as specified and as direced. Note : Reinforcement shall be measured and paid for seperately.

4

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M&L Providing precast cement concrete type B1, 1:2:4 using 12.5 mm stone aggregate in cills, lintels, quoin blocks (for use with masonry), copings, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling) with plain fair faces, including chamfers, weatherings throating etc. and setting in CM 1:4 complete with joints to match complete all as specified and directed

1

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M&L for 40mm thick louvers and jallies in precast cement concrete,1:2:4, type B 0 (using 12.50mm graded stone aggregate) including all mouldings but excluding frame and set in cement mortar 1:4 complete all as specified and as directed.

25

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M&L for 75 mm thick PCC 1:2:4, type B2 (using 40 mm graded stone aggregate) as in floor, laid in panels, finished even and smooth without using extra cement complete all as specified and as directed.

60

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M&L for 100 mm thick PCC 1:2:4, type B2 (using 40 mm graded stone aggregate) as in floor, laid in panels, finished even and smooth without using extra cement complete all as specified and as directed.

100

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M&L for brick work with sub class 'B' bricks, straight or curved on plan exc. 6m mean radius, built in CM (1:6) complete all as specified and as directed.

60

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

16

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Use and waste form work to sides of concrete in foundations, footings, bases of columns, side and soffits of plinth beam and simillar work for rough finished surfaces of concrete complete all as specified and as directed.

18

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Use and waste of formwork to sides and soffits of beams for rough finished surfaces of concrete all as specified and as directed.

16

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Use & waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete complete all as specified and as directed.

35

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S&F 1.25 mm thick mild steel plain black sheet as in hearths, covering to door shutters, coverings to door chowkats (frames), cut to size, edges beaded if directed holespunched, including rounded headed screw, clout nails or rivts and fixed to steel members etc with plain 40mm lap joints or welded/riveted seams including bending, turning up, mitred angles,stopped ends, outlets etc as required complete all as specified and as directed.

10

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S&F mild steel rag or lewis bolts 12mm dia, screwed one end with hexagonal or square nuts and washers, the other end enlarged andjagged or lewised, n.exc 15cm long all as specified and as directed.

20

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

350

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S&F mild steel TMT bars, 6mm to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia all as specified and as directed.

80

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M&L for mild steel TMT bars 5 mm dia and over upto and including 10mm dia, in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.

150

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S&F mild steel work as in posts and struts in fencing including cutting tops to shape as required, drilling holes, notching for wire etc flat iron fillets (for securing wiremesh etc) includng all necessary drilling, bolting or rivetting etc and similar work flat iron fillets for securing wire mesh etc including all necessary drilling, bolting etc and similar work conforming to Fe-290 Gde E-165 all as specified and as directed.

4500

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M&L for mild steel framed work conforming to Fe 410 -W (GdeE- 250) qualityA, as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and as directed.

3500

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S&F mild steel framed work such as grills, gratings, etc with ends of bars shouldered and/or rivetted, or forged into spikes, framed guared bars, barred iron doors and similar work conforing to Fe 290.Gde-165 all as specified and as directed.

1500

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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 restraining bolts, including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and as directed. Note : Each line wire to be measured.

160

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Restraining, resecuring including making good staples etc for galvanised 2 strand, steel barbed wire complete all as specified and as directed. Notes : (i) Barbed wire obtained from item No. 41 above to be used. (ii) Each line wire to be measured.

9

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Supply only chain link fencing net, mild steel galvanised, made out of 4mm dia GI wire, complete all as specified and as directed. Notes :- (i) Mesh size shall be as decided by GE. (ii) weight of chain link fencing shall be decided by BOO ordered by GE.

15750

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Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and as directed.

3500

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S&F mild steel round bars conforming to Fe 410W (Gde E 250 ) quality A, as in line bars for fixing chain link fencing including hooking ends of bars complete all as specified and as directed.

800

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M&L for rendering 5mm thick on fair faces of concrete surfaces in CM 1:3, finished even and smooth without using extra cement, complete all as specified and as directed.

14.1

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M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4, finished even and fair complete all as specified and as directed.

200

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M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:6, finished even and fair complete all as specified and as directed.

400

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

150

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

400

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M&L for preparation of new steel surfaces of any description exc 10cm in width or grith and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.

340

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M&L for preparation of new steel surfaces of any description n.exc 10 cm in width or grith and applying two coats of synthetic enamel paint over a coat of red oxide complete all as specified and as directed.

10.5

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M&L for 150 mm internal dia reinforced concrete pipes with collars, class NP3, laid and jointed complete all as specified and as directed.

150

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M&L for 300 mm internal dia reinforced concrete pipes with collars, class NP3, laid and jointed complete all as specified and as directed.

20

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M&L for cement concrete 1:4:8, type D-2 using 40mm graded stone aggregate for bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150mm bore pipes all as specified and as directed.

148

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M&L for cement concrete 1:4:8, type D-2 using 40mm graded stone aggregate for bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 300mm bore pipes all as specified and as directed.

18

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Removing existing man hole cover and cleaning of blocked sewage line of 250 mm dia including man hole by roding or any other means and making sewage line functional and fixing man hole cover in position complete all as specified and as directed.

140

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Removing existing man hole cover and cleaning of blocked sewage line of 150 mm dia including man hole by roding or any other means and making sewage line functional and fixing man hole cover in position complete all as specified and as directed.

500

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Blocking up the entry in man holes or septic tank and pumping out effluent from septic tank, sludge chamber including settling tank and intercepting chamber etc and collecting sludge in closed filth carts/vehicles and depositing where directed including sprinkling of antibiotic powder on affected area all as specified and as directed.

120

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Clearing blockages and removal of sludge/mud and other accumulated materials and cleaning gully traps and chambers of any description and size including disposal of sludge materials in closed filth carts/vehicles and depositing where directed including sprinkling of antibiotic powder on affected area all as specified and as directed.

50

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M&L for cutting into existing manhole for connecting new drains, making good to pipes & rendering, cutting out existing benching & forming branch channel ( ½ round or ¾ section) in PCC 1:2:4 type B1, using 20mm graded stone aggregates, smooth finished for 150 mm bore pipe complete all as specified and as directed.

1

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

50

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M&L for non - skid ceramic tiles, 7 to 8 mm thick (square/ rectangular), area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. laid over and including 15 mm thick screed bed or bedding layer in cement mortar 1:6, set and jointed in neat cement slurry and pointed in white or coloured cement to match colour of tiles complete all as specified and as directed.

50

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M&L for coloured glazed ceramic tiles of size 300mm x 200mm x 7mm thick / 450mm x 300mm x 7 mm thick on vertical surfaces, over and including 10 mm thick cement plaster in cement mortar 1:4, set & jointed in neat cement slurry and pointed in white or colour cement to match the colour of tiles complete all as specified and as directed.

50

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S & F in repairs, vitreous China squatting pan 'Orissa' pattern, size 630 x 450 mm, white, with integral foot rests (excluding flusing cistern & flush pipe) including traps & provision of cement concrete bedding (1:3:6), type C-2, using 40mm graded stone aggregates complete all as specified and as directed.

5

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S & F in repairs, vitreous China wash down water closet pan (pedestal pattern/anglo pattern) white including plastic water closet seat, closed pattern with flat bottom and cover and mild steel chromium plated hinging device (excluding fixing bolts, flushing cistern and flush pipe) complete all as specified and as directed.

3

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S&F in repairs, 10 litres capacity, PVC valveless , syphonic action type, flushing cistern, low level , white with inlet ball valve and handle including brackets complete all as specified and as directed.

5

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S&F in repairs vitreous China bowl urinal flat back, size of 465 x 355 x 265 mm white (minimum), with grating and union for discharge pipe (excluding flushing cistern, flush pipe) including brass chromium plated urinal spreader for fixing with 15 mm dia pipe, PVC connection, 40mm PVC waste pipe & 40 mm waste coupling providing and fixing plugs, bedding urinal against wall in mortar 1:2, securing urinal to plug, with and including 60mm long screws, pointing around urinal back in cement, fixing flush pipe, complete all as specified and as directed.

1

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S&F in repairs, PVC connection, 15mm dia and 60cm long with adopter nuts of PVC complete all as specified and as directed.

6

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

24

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S&F in repairs, 110 dia bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls all as specified and as directed.

10

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S&F in repairs, 110mm bore PVC (SWR) branch piece, double (double Y) equal or unequal with oval access door all as specified and as directed.

5

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S&F in repairs, 110mm bore PVC (SWR) bend any radius, with access door all as specified and as directed.

4

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S&F in repairs, 110mm bore PVC (SWR) bend any radius all as specified and as directed.

4

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S&F in repairs, 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in floors all as specified and as directed.

3

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

4

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S&F in repairs, 75mm bore PVC (SWR) branch piece, single (single Y) equal or unequal with oval access door all as specified and as directed.

3

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S&F in repairs, 75m bore PVC (SWR) bend any radius, with oval access door all as specified and as directed.

4

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S&F in repairs, 75m bore PVC (SWR) bend any radius, all as specified and as directed.

3

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

5

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S&F in repairs, 110mm bore PVC (SWR) vent cowl all as specified and as directed.

1

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S&F in repairs, PVC (SWR), 75 mm outer dia floor trap, plain with grating including jointing with solvent cement, complete all as specified and as directed.

2

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