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
2024_MES_664119_1Bid Award Id
ViewTender No
GE(S)/J-11P/2024-25 8891/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
200 mm dia and above (depth exc 2.0m but n.exc 4.5 m below GL)
100
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Scooping and taking out sludge and foreign material from septic tank, soak well and sump/well of any description of any depth but not exc up to 1.5 m and including removing and re-fixing of manholes covers, septic tank and soak well cover etc and appliances required for safe disposal of sludge and foreign material by carrying out the same covered van/trolley out side defence land and disposed off at distance not less than 1.5 KM away from defence land which is not detrimental to public health complete all as specified and as directed.
Note :- Net volume of internal size of each septic tank, soakage well, up to the depth of water from bottom shall be measured for payment purpose including dewatering and removing dry/wet sludge etc complete all as specified and as directed.
200
-
-
-Ditto- All as per serial item No. 3.00 here-in-before but for depth exc 1.5 metre but n.exc 3.0 metre complete all as specified and as directed.
180
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-
-Ditto- All as per serial item No. 3.00 here-in-before but for depth exc 3.0 metre but n.exc 4.50 metre complete all as specified and as directed.
10
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-
-Ditto- All as per serial item No. 3.00 here-in-before but depth exc 4.5 metre below GL complete all as specified and as directed.
150
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-
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and not exceeding 1.5 m depth and getting out in soft /loose soil etc complete all as specified and as directed.
120
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-
All as per serial item No. 7.00 here-in-before but depth exc. 1.50 m but n. exc. 3.00 m complete all as specified and as directed.
30
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-
-Ditto- All as per serial item No. 7.00 here-in-before but depth exc. 3.00 m but n. exc. 4.50 m complete all as specified and as directed.
50
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-
M&L for use and waste of timbering as planking and strutting for excavation in trenches in soil, including wales, struts, open poling boards, etc, as may be necessary and fixing and removal exceeding 3 m but not exceeding 5 m deep complete all as specified and as directed. (Note : the measurement shall be taken before the excavation is filled in and timbering is removed). However this item shall be operated with prior written approval of necessity by GE.
160
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-
Removing excavated soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed.
70
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-
Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil etc complete all as specified and as directed.
130
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-
Cutting into existing manholes for connecting new drains for 150mm dia bore pipe, making good to pipe & rendering, cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, & reforming benching as required complete all as specified and as directed.
4
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Cutting into existing manholes for connecting new drains for 200 mm to 300 mm dia bore pipe, making good to pipe & rendering, cutting out existing benching for & forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, & reforming benching as required complete all as specified and as directed.
2
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-
Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor for 150 mm internal dia of pipe complete all as specified and as directed.
450
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Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor for 200 mm internal dia of pipe complete all as specified and as directed.
150
-
-
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 150 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and as directed.
450
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-
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 200 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and as directed.
150
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-
M&L 150 mm dia bore ( internal) Salt-glazed stoneware drain pipes grade ‘A’ laid in trenches & jointed complete all as specified and as directed.
80
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-
M&L Reinforced concrete pipes of 150mm dia bore, class NP-2 laid and jointed complete with collar in trenches complete all as specified and as directed.
370
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-
M&L Reinforced concrete pipes of 200mm dia bore, class NP-2 laid and jointed complete with collar in trenches complete all as specified and as directed.
150
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-
M & L for precast RCC soakage well (700- 750 mm dia & 40 mm thick wall, 250 mm height precast RCC wall panel joining together ) upto 8 m effective depth with RCC cover including excavation in any type of soil PCC and removing excavated soil outside MD land complete all as specifed and as per manufacturer instruction or directed by Engineer-in-charge.
4
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-
M & L for precast RCC soakage well (900- 950 mm dia & 40 mm thick wall, 250 mm height precast RCC wall panel joining together) upto 8 m effective depth with RCC cover including excavation in any type of soil PCC and removing excavated soild outside MD land complete all as specifed and as per manufacturer instruction or directed by Engineer-in-charge.
4
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-
Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar for 100 mm internal dia of pipe and taking out of trenches if required complete all as specified and as directed.
Note-excavation work shall be measured and paid separately
50
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-
Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar for 75 mm internal dia of pipe and taking out of trenches if required complete all as specified and as directed.
Note-excavation work shall be measured and paid separately
15
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-
M&L for sand cast iron soil waste and vent pipes of 100 mm bore in any length with or without ears with cement joints in walls/floors with proper clamping system (MS Flat 25 x 5mm) complete all as specified and as directed.
50
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-
-Ditto- All as per above here-in-before but 75 mm complete all as specified and as directed.
15
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-
Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and as directed.
18
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-
M&L Brick work using old size sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and as directed.
18
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-
Taking down cement plaster any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water complete all as specified and as directed.
30
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-
M&L for rendering on fair faces of brick work or concrete surface of wall 15 mm thick in CM 1:4 and to be finished even and smooth with out using extra cement complete all as specified and as directed
100
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-
M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed.
4
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-
M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in lintels upto 1.5 m clear span, coping, benching, bed block, lintel band, plinth courses etc and similar work including weathering,slightly rounded or chamfered angles and throating including necessary form work complete all as specified and as directed.
1
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M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in surface channels and drains complete all as specified and as directed.
2
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-
M&L for Precast cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc),chullah hoods, chajjas, water troughs,mangers, shelves and similar work including necessary form work and set in CM 1:6 complete all as specified and as directed.
5
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-
M&L Mild Steel TMT bar 10 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
850
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-
Disconnecting existing water tank of capacity exc 250 ltrs but n exc 500 ltrs setting aside or lowering if required for cleaning and reconnecting or refixing in same position, including cleaning and removing all scale and dirt etc from tanks and from the mouths of circulating pipes etc and including neatly writting date of cleaning (DD/MM/YY) upto 10 mm thick and upto 100 mm height each bold capital /Itallic letters with white/black synthetic enamel paint complete all as specified and as directed.
50
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-
Disconnecting existing water tank of capacity exc. 500 ltrs but n exc 1000 ltrs setting aside or lowering if required for cleaning and reconnecting or refixing in same position, including cleaning and removing all scale and dirt etc from tanks and from the mouths of circulating pipes etc and including neatly writting date of cleaning (DD/MM/YY) upto 10 mm thick and upto 100 mm height each bold capital /Itallic letters with white/black synthetic enamel paint complete all as specified and as directed.
50
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-
S&F in repair cast iron bends of 100 mm bore pipe with access door complete all as specified and as directed.
5
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-
All as per above here-in-before but 75 mm bore pipe complete all as specified and as directed.
4
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-
S&F in repair cast iron cowls of for 100 mm bore pipe complete all as specified and as directed.
2
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-
S&F in repair cast iron cowls of 75 mm bore pipe complete all as specified as as directed.
2
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-
S&F in repair PVC (SWR) pipes 110mm bore single socketed in any length with rubber ring joint fixed to walls including fixing of PVC clamps as per manufacuters direction complete all as specified and as directed.
120
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-
-Ditto- All as per above here-in-before but 75 mm bore pipe complete all as specified and as directed.
80
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-
S&F in repairs PVC (SWR) bend for 110 mm bore pipe complete all as specified and as directed.
10
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-
S&F in repairs PVC (SWR) bend for 75 mm bore pipe complete all as specified and as directed.
10
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-
M&L PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement or cement mortar 1:4 complete all as specified and as directed.
25
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-
S&F PVC (SWR) junction double, (double T) equal or unequal of 110 mm bore of pipe complete all as specified and as directed
4
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S&F PVC (SWR) junction double, (double T) equal or unequal of 75 mm bore of pipe complete all as specified and as directed
4
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-
M&L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors of 110 mm bore of pipe etc complete all as specified and as directed.
50
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-
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 110 mm bore of pipe with cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate complete all as specified and as directed.
50
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-
Demolition of cement concrete un reinforced in ground floor and paving n exc 15 cm thick (below or above ground level) complete all as specified and as directed.
7.5
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-
M&L for PCC 1:3:6 type C2 using 40 mm graded stone aggregate, 75 mm thick in plinth protection laid in panels and finished even and fair including necessary form work complete all as specified and as directed. Note : Joints 12mm wide to the full depth of PCC shall be provided at every 3 meters and at every change of direction and shall be filled with mixture of bitumen and sand 1:3 by weight. Cost of this provision shall be deemed to be included in quoted rate for concrete in plinth protection.
20
-
-
M&L cement concrete in foundation type C 2, 1:3:6 ( 40 mm graded stone aggregate) as in mass concrete for sub base / path / flooring etc complete all as specified and as directed.
2
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-
Demolition of stone slabs and tiles of any description or thickness, laid dry or laid dry and pointed in any mortor in floor, apron etc complete all as specified and as directed
20
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-
S&F machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment complete all as specified and as directed.
150
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-
-Ditto- All as per ser item No 56.00 above but except tiles complete all as specified and as directed.
50
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-
M&L for sand filling under floor or in foundations including watering and consolidation complete all as specified and as directed
4.25
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-
Dismantling floor, hearth or wall tiling including cement mortar bedding etc (but not backing) and removing rubbish off the premises complete all as specified and as directed.
40
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-
S&F ball valves for 20 mm bore dia of pipe high pressure of PTMT with Epoxy coated aluminium rod and high density plastic ball screwed for iron pipe (minimum weight 210 gms) complete all as specified and as directed.
50
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-
M&L for non skid ceramic coloured tiles of design as approved 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm in floor etc set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shade of tiles including 15 mm thick screed bed in cement mortor 1:6 complete all as specified and as directed.
40
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-
M&L in repair wash down water closet vitreous china white pedestal pattern with 'P' or 'S' trap including connecting to outgoing drain pipe & to flushing pipe also including plastic water closet seat, black, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device, excluding flushing cistern and flush pipe complete all as specified and as directed.
8
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-
M&L in repair PVC Flushing cistern 10 ltr capacity white, with inlet, ball valve, float and handle, high or low level including bracket & 32 mm dia flush pipe etc all as specfied and as directed.
4
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-
S&F in repairs white vitreous China squatting pan, ‘Orissa’ pattern, size 580 x 440 mm white, with integral foot rests (Excluding flushing cistern and flush pipe) including 100 mm bore 'P' or 'S' trap and PVC connection pipe as required and connection to down pipe and flushing pipe including provision of lime concrete bedding all as specified.
2
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-
M&L for Vitreous China urinal, full stall type white with grating and union for discharge pipe complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60 mm long brass screws, pointing around urinal back in cement etc complete all as sapecified and as directed.
2
-
-
S&F in repair stainless steel grating 100 mm dia including fixing In cement mortar 1:4 complete all as specified and as directed.
10
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-
S&F in repair 100mm dia bore 'P' or 'S' Trap for IWC and EWC including fixing complete all as specified and as directed.
10
-
-
M&L for rubber moulded chequered cement concrete tiles 25 cm x 25 cm x 22 to 25 mm thick set, jointed and pointed in neat cement slurry as in floors with grey cement and pigments over and including 15 mm thick screed bed in cement mortor 1:6 complete all as specified and as directed.
116
-
-
M&L for 100 mm thick Cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed.
266
-
-
M&L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors of 110 mm bore of pipe etc complete all as specified and as directed.
20
-
-
M&L for vitreous china wash basin, white,flat back, size 550 x 400 mm with brackets, including supply & fixing pillar cock 15 mm bore CP fancy type, PVC connection of 450 mm long, PVC (HDPE) 32 mm bore waste pipe, brass couplings 32 mm CP etc complete all as sapecified and as directed.
2
-
-
S & F in repair 150 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, laid in trenches including bends ( Jointing to be done with solvent cement ) including 100 mm thick cement concrete 1:3:6 type C2 using 40 mm graded stone aggregate PCC bed and for packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed.
135
-
-
Taking down old deteriorated/U/S LT Panel of any type /size of any make
-
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-
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