Military Engineer Services Tender
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Military Engineer Services - MES Tender
Eprocure
Opening Date13 Dec 2018
Closing Date27 Dec 2018
Tender Amount₹ 6,00,945
Costs
EMD
₹ 14,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_MES_227511_1Bid Award Id
ViewTender No
GE 861EWS-70/2018-19Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Excavation in trenches n exc 1.5 mtr wide and n exc 1.5 mtr in depth for foundation etc n exc 10 Sqm on plan and n exc 1.5 mtr in depth and getting out in any type of soil.
25
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Taking down cement plaster on brick or concrete surface including raking out joints, hacking for key and scrubbing down with water etc..
50
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M&L PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified.
2
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M&L for walling of random rubble , uncoursed , well bounded , bedded and solidly hearted & built in cm 1:6 .
30
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All as per the description of item No 7 here-in- before but for except stones.
3
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Extra over stone walling for hammer dressing to face stones and dressing to face beds and joint, as specified , of random rubble walling, uncoursed or brought up to courses with maximum depression on face from a straight edge held against the dressed surface not exe 20 mm all as specified and directed.
15
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External angles (for quoins and jambs) in facing for walling of squared rubble stone walls complete.
5
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M&L for brick work with sub class 'B' bricks straight or curved on plan exceeding 6m mean radius in CM 1:6.
4
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All as per the description of item No 11 here-in- before but but except bricks.
1
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M&L for brick work with sub class 'B' bricks straight or curved on plans to any radius in half brick thick walls built in cm (1:4)
10
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M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:4 finished even and smooth without using extra cement.
110
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M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:6 finished even and fair without using extra cement.
80
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M&L for PCC 1:2:4 type B-1, (using 20mm graded stone aggregate) as in coping ,benching, haunching including all necessary form work.
0.5
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M&L in repairs for precast cement concrete, RCC 1:2:4 type B0 (using 12.5 mm graded stone aggregate.) louvers and jallies, 40 mm thick (measured solid) including pre-cast pillars of size 125 mm x 125 mm in section all moulding , complete set in cm (1:4) on wall etc.
20
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M&L for MS TMT bars 10mm dia and over cut to length bent to shape required including cranking bending spirally for columns, hooking end and binding with and including mild steel wire (annealed) not less than 0.9mm dia.
500
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M&L for machine pressed cheqered cement coloured tiles of size 250mmx250mmx20mm thick mix with grey cement and pigment laid over 15mm thick screed bed in CM 1:4 set and jointed and pointed in neat cement slurry in floors complete all as specified and directed.
25
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S&F in repairs for Vitreous China wash basin, white , flat back , size 580 x450 mm white, excluding taps, waste, chain and plug and porcelain stopper but including brackets including 15 mm dia CP pillar complete all as specified and directed.
5
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M&L for 150mm bore for cutting into existing manholes for connecting new drins making good to each pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required.
5
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S&F as in repair PVC low level flushing cistern 10 Ltr capacity including taking out flush pipe and new PVC flush pipe.
5
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S&F in repair vitreous china squatting pan 'Orissa pattern" size 580 x440 mm white , with integral foot rests (excluding flushing cistern and flush pipe) including connections of flush pipe to squatt pattern closet complete all as specified and directed .
5
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S&F in repairs , 15 mm bore CP stop/angle valve cost copper alloy screwed down , high pressure with crutch or butterfly handle fancy type complete.
10
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S&F in repairs PVC connection pipe 15 mm size with PTMT nuts of length 600 mm long.
20
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M&L for preparing NEW plastered surface of wall and applying two coats of cement base paint all as specified.
150
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M&L for preparation of NEW surfaces over 10cm in width or girth and applying two coat of synthetic enamel paint over coat of primer red oxide on angle iron complete all as specified and directed.
20
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M&L for preparing of OLD plastered surface of wall and applying two coats of cement base paint all as specified.
80
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Returning, filling in including spreading leveling watering and well ramming in layers not exc 25cm in soft/loose soil.
8
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Removing excavated material n exc 50 mtr and depositing where directed at level n exc 1.5 mtr above the starting point.
5
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Dismantling structural steel work including doors, gates etc complete.
0.5
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Desludging of septic tank and soak pit of any capacity & any size and depth by taking out sludge and any other organic materials /debris after plugging the incoming sewage line loading to the cart/ lorry & depositing not less than 100 meter away from site and cleaning and covering the deposited sludge with minimum 25 cm thick layer of earth, all as specified and directed by Engineer-in-Charge( All work to be carried out under foul condition ).
400
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Bailing out foul water directly from septic tanks and soakage wells of any site and depth by manually or by any mechanical means distance not less than 50 meter away from site in a such manner as to preclude the possibility of water through any structure . Disposal of water not to cause inconvenience/nuisance in the area or to cause damage to the property structure near by and spread earth to cover bailed water complete all as spd and directed by the Engr-in-Charge . (All work to be carried out under foul condition ).
563
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Removing blockage of soil/waste pipe of any dia and cleaning the lines in between Floor/Nahani trap to Gully trap and up to first man-hole with water all as directed by the Engineer-in-Charge. Note :- Rate quoted for this item shall be deemed to includes cleaning/ removing of blockage of first manhole
400
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Removing blockage of soil/waste pipe of any dia and cleaning the lines in between WC to first manhole with water all as directed by the Engineer-in-Charge. Note :- Rate quoted for this item shall be deemed to includes cleaning/ removing of blockage of first manhole
500
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Cleaning of 100 mm bore SGSW pipe lines/drain pipes in between two consecutive manholes laid to any slope or gradient, any depth including manholes with manual or mechanical method removing and depositing sludge not less than 100 meter away from site and covering the sludge with layer of 25 mm thick earth complete with entire satisfaction of Engineer-in-Charge and testing by pouring water from manhole to manhole.
Note :- If any blockage removed by the contractor will reoccur due to negligence in workmanship by the worker within ten days of cleaning, the same shall be reclined without any extra cost to the Govt.
400
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All as per description of item No 36 above but 150 mm/200 mm bore SGSW pipe./drain pipes.
Note :- If any blockage removed by the contractor will reoccur due to negligence in workmanship by the worker within ten days of cleaning, the same shall be reclined without any extra cost to the Govt.
800
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Demolition and breaking up drain pipes, 100 mm internal dia (Salt glazed stoneware, AC/PVC or reinforced concrete) set in cement mortar including haunching and bed concrete.
90
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All as per description of item No 38 above but 150 mm internal dia pipe.
230
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Dismantling of cast iron or reinforced concrete drain pipes,75/100 mm dia including fittings etc jointed in cement and taking out from trenches or wall complete.
20
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Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing) removing serviceable tiles to store.
30
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M&L for concrete bed to drains including packing and haunching against the sides of pipes after they are laid and tested for 150mm bore pipes in concrete type C-1, 1:3:6 using 40mm graded aggregate.
230
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M&L for 150mm bore salt glazed stone ware pipes laid in trenches and jointed as specified.
230
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S&F for 110 mm dia PVC(SWR) pipes single socketed , in any length with rubber ring joints, laid in floor/fixed to walls etc complete all as spd and directed.
20
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S&F for 110 mm bore PVC (SWR) bends any radius.
3
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S&F for 110 mm bore PVC (SWR) vent cowl..
3
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M&L for 25 mm thick 1:2:4, type B-0 (using 12.5 mm graded agg) as in flooring finished even and smooth w/o using extra cement
20
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M&L Non-skid coloured joint less ceramic tiles 7 mm thick (square / rectangular) area of each tile exceeding 0.11 Sqm but not exe 0.18 sqm in floors, etc set and jointed in neat cement slurry and pointed in white or coloured cement to match laid over 15 mm thick screed bed in cm (1:4)
20
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S&F coloured glazed ceramic tiles on vertical surfaces 300x200x7mm thick, set and jointed in neat cement slurry and pointed in white or coloured cement to match including 10 mm backing plaster in cm 1:4.
30
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M&L for 50 mm thick PCC (1:4:8) type D2 (using 40 mm graded aggregate ) as in floor sub base , finished surface fair and even complete .
25
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M&L for pre-cast cement concrete (reinforced )slab type B-1, 1:2:4 using 20mm graded stone aggregates as in manholes cover slab set in cement mortar 1: 4.including necessary form work complete.
5
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S&F for 15 mm bore bib tap standard of PTMT any colour high pressure screwed for iron pipe and fixed (minimum weight 90 gms )
30
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S&F for 15 mm bore angle stop valve of PTMT any colour high pressure screwed for iron pipe and fixed (minimum weight 90 gms )
10
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S&F for 20 mm bore PVC ball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe and fixed (minimum weight 20 mm -210 gms .
10
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S&F in repairs for vitreous china urinal bowl flat back, size of 465 x355 x265 mm while (minimum), with grating and union for discharge pipe (excluding flushing cistern, flush pipe and waste pipe ).
5
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S&F framed work as in doors or gates of angle or other section with gusset plate, rails braces etc, complete drilling for fixing of steel sheeting, hanging, fastening and fixing complete.
50
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M&L for PCC (1:2:4) type B2 (using 40 mm graded stone aggregate) as in surface channel of drain.
2.5
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Extra for forming fair finished drain or channel 30cm inner girth in cement using extra cement including forms, moulds, mitered / stopped ends etc.
12
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