Military Engineer Services Tender
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Costs
EMD
₹ 40,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_695839_1Tender No
GE (N) BKN-TOKEN/85/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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De-sludging the existing/cleaning of man holes of depth not exceeding 2 mtrs of any size by removing silt/grit/sludge and faul water either by mannual or by mechanical means and flushing water through man holes to ensure free flow of sewage, placing back the man holes covers in position including removal all the sludge/silt/any foreign material from the sewer lines out the defence land complete all as specified and directed by Engineer-in-Charge.
200
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De-watering from septic tanks/soakage wells by suitable pumps and also removing of all wastes, semi solid or liquid of any description to the location as specified and directed by Engr-in Charge. (Note: dewatering tank will be taken to the STP location shown by Engr-in Charge.)
4000
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De-sludging by removing of semi solid sludge from existing septic tanks of any depth, any capacity in foul condition, including taking and placing in position the manhole cover of any description, removal of sludge & solid content to any place outside defence land and deposting where directed by Engineer-in-Charge.
300
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Excavation in trenches in soft/loose soil not exceeding 1.5 m wide and not exceeding 1.5 m deep in foundations or for walls of manholes etc not exc 10 sqm on plan and not exceeding 1.5 m in depth and getting out complete all as specified and directed by Engineer-in-Charge.
70
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Ditto as per item No. 7 above but depth exc 1.5M and n.exc 3M.
10
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Excavating in post holes (or similar holes) each not exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exc 25cm, watering, and removing surplus soil to a distance not exc 50 m and making good surface in soft/ loose soil complete all as specified & as directed.
100
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Demolition of cement concrete(un-reinforced) of any description and in any position not otherwise specifically provided for
30
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Demolition and breaking up drain pipes, 200 mm dia (Salt glazed stone ware, AC or Reinforced concrete) set in cement mortar.
20
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Demolition and breaking up drain pipes, 150 mm dia (Salt glazed stone ware, AC or Reinforced concrete) set in cement mortar.
100
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M & L for concrete bed to drain pipe and including packing under haunching against the sides & pipe and after they laid and tested, in cement concrete 1:4:8 type D2 for 200 mm bore.
15
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Ditto all as per item No 13 above but for 150 mm bore.
90
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Material and laying of Reinforced concrete class NP2 pipes 200 mm dia laid and jointed complete with collars laid in trences or floors complete all as specified and directed.
20
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Ditto all as per item No 15 above but of 150 mm dia.
100
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Returning filling in including spreading levelling watering and well ramming in layers n.exc 25 Cm thick in soft/loose soil.
64
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Removal of excavated soil to a distance n. exc 50M and deposited where directed at a level n. exc 1.5 M above the starting point.
16
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Demolition of brick work built in cement or cement lime mortar complete all as psecified and as directed by Engr-in-Charge.
23
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M&L for brick work with subclass ‘B’ burnt bricks, old size straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and as directed.
Note : Brick work under this item shall be carried out in sewage disposal work i.e. manholes.
8
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M&L for brick work with old size Fly Ash bricks, straight or curved on plan exc 6.00 metre mean radius, built in cement mortar 1:6 complete all as specified and as directed.
15
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M&L for brick work with old size Fly Ash bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and as directed.
10
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Taking down cement plaster/terrazo finish on brick or stone walll etc including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified and directed
150
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M&L 15mm thick cement plaster in cement and sand mortar 1:4 on brick or concrete surfaces (surfaces fair or other than fair) including finishing the surfaces even & smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.
500
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Supply only integral liquid water proofing compound (ISI marked) complete all as specified & as directed.
83.68
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Demolition of reinforced cement concrete cover slab for MH/Septic tank and removing the debris to a distance not exc 500 M complete all as specified & as directed.
8
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Demolition of cement concrete (unreinforced) in ground floor and pavings not exc 15 cm thick (below or above ground level) including floor tiles of any description complete all as specified & as directed.
25
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M&L for precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate for cover slab for MH/Spetic tank set in CM 1:6 including formwork complete all as specified and directed by Engineer in Charge.
8
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M&L Mild steel TMT bars 10mm dia and over as reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete.
1100
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M&L Plain cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in copings etc. including weathering, slightly rounded or chamfered angles and throating as directed including necessary form work complete.
1
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Demoliton of stone slab as in roofs, suspended floors any thickness jointed in any mortar complete all as specified and as directed by Engineer-in-Charge.
1
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M&L Jodhpur stone of roof slab self faced ,7.5cm to 10 cm thick ,25 cm to 35cm wide, hoisted and set ,jointed and grouted in cement and sand mortar (1:6) complete all as specified
10
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M&L 50mm thick P.C.C 1:3:6 C2 using 40 mm graded stone agg. As in floors over stone patti roof slab finished the surface even and fair complete all as specified and as directed by Engineer-in-Charge.
10
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M&L for 75mm thick PCC 1:3:6 type C1 using 20 mm graded crushed stone aggregate as in plinth protection surface finished even and smooth without using extra cement complete all as specified and directed. Note :- Plinth protection shall be of width as directed and shall be laid with an outward slope of 1:30 in alternative bays not exceeding 4 meter in length. Joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with bitumen mastic (1:3).
24
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S&F in repair PVC (SWR) floor trap, plain with grating including jointing with solvent cement diametr of outlet 75mm complete all as specified and as directed by Engineer-in-Charge.
10
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Dismantling of Cast iron, reinforced concrete or PVC (SWR) drain pipes of internal dia 100mm and less, jointed in cement mortar and taking out of trenches if required demolition of cast iron / asbestos cement drain pipes in cement mortar complete all as specified and as directed by Engineer-in-Charge.
6
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M&L for 100mm bore cast iron soil, waste and vent pipe in any length , sand cast pipe with and without ears (conforming to IS-1729 of 2002 second revision , laid under floors trenches with cement joints complete all as specified and as directed by Engr-in-Charge.
6
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M&L for PVC (SWR) pipes 110 mm dia single socket in any length with rubber ring joints fixed to walls including MS clamps etc incl taking down unservicable pipe complete.
55
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Supply & fixing PVC (SWR) pipes 75 mm dia single socket in any length with rubber ring joints fixed to walls including MS clamps etc incl taking down unservicable pipe complete.
30
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S&F in repairs PVC (SWR) reducers 75-110 mm dia complete all as specified and as directed by Engineer-in-Charge.
10
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S&F in repairs PVC (SWR) bends any radius, 110 mm bore complete all as specified and as directed by Engineer-in-Charge.
10
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S&F in repairs PVC (SWR) bends any radius, 75 mm bore complete all as specified and as directed by Engineer-in-Charge.
10
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S&F in repairs PVC (SWR) junction single, (single T) equal or unequal any radius, 110 mm bore complete all as specified and as directed by Engineer-in-Charge.
18
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S&F in repairs PVC (SWR) junction single, (single T) equal or unequal any radius, 75 mm bore complete all as specified and as directed by Engineer-in-Charge.
10
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S&F in repairs Stack clamps out of 50mm x 5mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof, for 100 mm bore pipes complete all as specified and as directed by Engineer-in-Charge.
10
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Taking up or down steel water tubing of size 15 mm dia and connections including cleaning for refixing or removing to store complete all as specified and as directed by Engineer-in-Charge.
60
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Ditto all as per Item No 46 above but 20 mm dia complete all as specified and as directed by Engineer-in-Charge.
20
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M& L GI Tubing, medium grade galvanised, 15 mm bore with all fittings and fixed to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-Charge.
60
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Diito all as per Item No 48 above but 20 mm dia all as specified.
20
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Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises
50
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M&L Non skid coloured ceramic tiles area exc 0.06 sqm but not exc 0.11 sqm 7 to 8 mm thick as in floor etc set and jointed in neat cement slurry and pointed in coloured cement to match the shade of tiles over and including 15 mm thick screed bed in cement and sand mortar 1:6, complete all as specified and as directed by Engineer-in-Charge.
10
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M&L coloured Glazed ceramic tiles in vertical surfaces 350 x 250 x7 mm/ 450 x 300 x7 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match over & incl.10 mm thick rendering in CM 1:4, complete all as specified and as directed by Engineer-in-Charge.
40
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Dismantling structural steel work including doors, gates but excluding framed trusses etc, complete all as specified and as directed.
16
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Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion in concrete, brick work, masonry etc. and making good disturbed ground complete all as specified and as directed.
250
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Dismantling fencing wire mesh of any type of any description fixed to any type of fencing posts complete all as specified and as directed.
400
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M&L for PCC 1:4:8 type D2 using 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed.
3
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M&L for PCC 1:3:6 type C2 using 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed.
15
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M&L for PCC 1:2:4 type B0, using 12mm graded crushed stone aggregate as copings, kneelers, apex stones, bed plates, roof kerbs, mud stops and the like including weathering, slightly rounded, chamfered angle and throating as directed including use and waste of form work (straight or curved) all exposed surface of concrete finished fair complete all as specified & as directed.
1
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M&L for 75mm thick PCC 1:2:4 type B2 using 40mm graded crushed stone aggregate as in floor/hard standing laid in alternate panels including all necessary formwork complete all as specified and as directed.
100
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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 in floors and paving, laid in panels and finished even and fair, complete all as specified and as directed.
200
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Supply & fixing mild steel work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc., flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Grade E-165 (Fe 290), complete all as specified & as directed.
1200
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S&F rolled mild steel framed work as in doors, gates, steel frames, chowkats, etc. of angle or other section with gusset plates, rails, braces, flats, ties, straps, etc., complete conforming to Grade E-165 (Fe 290), drilled for fixing of steel sheeting or other covering including necessary welding etc and fixing in position complete all as specified and as directed.
100
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S&F mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, not exc 5 cm long and dia of neck 11 to 15 mm complete all as specified & as directed.
20
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Fixing only mild steel galvanized chain link fencing, 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.
Note :- Supply only chain link fencing shall be measured and paid for separately.
400
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Supply only mild steel galvanized chain link fencing, any size or type as directed complete all as specified and directed.
Note : The weight of chain link fencing shall be ascertained by BOO as ordered by GE and payment shall be made accordingly
800
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M&L for factory made 60mm thick machine pressed precast cement concrete interlocking paver blocks of Grade M-35 conforming to IS 15658-2006 of shape and size as directed with grey cement and no pigment laid over sand cushioning, joints of blocks filled with dry sand and compacted with mechanical vibrator and including demolition of PCC paver block of any descreption complete all as specified & as directed.
Notes : (i) Shape of paver blocks shall be as approved by the GE. (ii) Sand cuhioning shall be paid separetely
120
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M&L for factory made 80mm thick machine pressed precast cement concrete interlocking paver blocks of Grade M-40 conforming to IS 15658-2006 of shape and size as directed with grey cement and no pigment laid over sand cushioning, joints of blocks filled with dry sand and compacted with mechanical vibrator and including demolition of PCC paver block of any descreption complete all as specified & as directed.
Notes : (i) Shape of paver blocks shall be as approved by the GE.
(ii) Sand cuhioning shall be paid separetely
50
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M&L for factory made chequered cement concrete tiles, 30cmx30cmx25mm/25cm x 25cm x 25mm thick, rubber finish glazed top thick with grey cement & pigment machine pressed, set, jointed and pointed in neat cement slurry in floors with grey cement & pigment, over & including 20mm thick screed bed in cement & sand mortar 1:6, complete all as specified & as directed.
50
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M&L at or near ground level factory made kerb stone of M-25 graded cement concrete in position to the required line, leveland curvature, jointed with cement and sand mortar (1:3) including making joints with or without grooves (thickness of joints except at sharp curve shall not be more than 5mm) including making drainage opening wherever required and including demolition of brick work or kerb stone etc complete all as specified and as directed.
4
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M&L for 25mm thick sand filling under floors, cushning under interlocking tiles or in foundations incl watering and consolidations complete all as specified and directed
4.25
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Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ for 75mm thick concerete all as specified and directed.
10
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M&L for preparation of newly plastered surfaces of wall & applying two coats of cement base paint of approved shade/tint over a coat of alkali resistant priming paint complete all as specified & as directed.
300
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M&L for preparation of old painted steel and iron surfaces of any description over 10 cm in width or girth and applying one coat of synthetic enamel paint of approved tint all as specified & as directed.
100
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M&L for preparation of new steel and iron surfaces of any description over 10 cm in width or girth and applying two coats of synthetic enamel paint of approved tint over a coat of zinc chrome primer complete all as specified & as directed.
100
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M&L for welding metal of thickness exc 6mm but not exc 9mm and length not exc 2.5cm complete all as specified and directed.
25
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