Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date16 Nov 2024
Closing Date7 Dec 2024
Tender Amount₹ 45,00,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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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.

2000

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All as per item srl No 4 here-in-before but depth exceeding 2 mtr. Note for srl item no. 03,04 and 05:- sewage line/ Manholes in item no. 03, 04 and 05 cleaned once will not be paid again within 06 months if blockage come within 06 months & contractor shall have to clear/ remove blockage at his own cost.

700

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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.

350

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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.

420

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Ditto all as per item No. 8 above but depth exc 1.5M and n.exc 3M.

50

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Demolition of cement concrete(un-reinforced) of any description and in any position not otherwise specifically provided for

74

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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.

200

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Ditto all as per item No 11 but 150 mm dia pipe.

800

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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.

190

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Ditto all as per item No 13 above but for 150 mm bore.

780

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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.

200

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Ditto all as per item No 15 above but of 150 mm dia.

800

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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.

420

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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 complete all as psecified and as directed by Engr-in-Charge.

50

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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.

30

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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.

30

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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

200

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M&L 15mm thick cement plaster in cement and sand mortar 1:4 using water proofing compound as per manufacturer’s instructions 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. Note:- Water proofing compound will be measured and paid saperately.

1200

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Supply only integral water proofing compound ISI marked.

334.08

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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 as directed.

20

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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.

20

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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.

2500

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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.

2

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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.

25

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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

250

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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.

250

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S&F in repair PVC (SWR) floor trap, plain with grating including jointing with solvent cement diametr of outlet 75mm

25

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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 directed.

450

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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.

50

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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.

300

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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.

100

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S&F in repairs PVC (SWR) reducers 75-110 mm dia complete all as psecified and as directed by Engr-in-Charge.

10

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S&F in repairs PVC (SWR) bends any radius, 110 mm bore complete all as psecified and as directed by Engr-in-Charge.

40

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S&F in repairs PVC (SWR) bends any radius, 75 mm bore complete all as psecified and as directed by Engr-in-Charge.

25

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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 psecified and as directed by Engr-in-Charge.

25

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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 psecified and as directed by Engr-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.

50

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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 all as specified.

100

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Ditto all as per Item No 42 above but 20 mm dia all as specified.

200

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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 per specified. and as directed by Engr-in-Charge.

100

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Ditto all as per Item No 44 above but 20 mm dia complete all as per specified. and as directed by Engr-in-Charge. specified.

200

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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 complete all as per specified. and as directed by Engr-in-Charge. specified.

373

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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.

98

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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.

275

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Treating and finishing the sunken portion of WC by providing 10mm thick rendering in CM 1:3 with and including water proofing compound and elastomeric membrane and applying two coats of bitumen, providing necessary connection items suitable for WC incl 40mm dia spout pipe. Providing lime concrete/40 mm graded stone/brick aggregate in sunken portion and 1mm thick multiplus plastfelt over 20mm thick PCC 1:2:4 type B0 using 12.5mm graded stone aggregate complete all as directed by Engineer in Charge.

99

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