Military Engineer Services Tender
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Costs
EMD
₹ 64,773Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_691630_1Tender No
8056/GE/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
Provn of 110 desert collers for OCs at OTA Gaya and provn of loose boxes for 10 X horses at bldg No T-18 at Ota Gaya
BOQ Items
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Supply and fixing desert cooler electric driven (single phase), having nominal air flow capacity of 5000 Cum per hour (or nearest size) Steel Body
110
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Supplying and laying of CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings of dia 25mm on walls/ceiling or laying in floors complete all as specified and directed. Note: Special brass fittings shall be measured and paid seperately as supply only.
100
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All as per item No. 4 here-in-before but of 20 mm bore.
100
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All as per item No. 4 here-in-before but of 16 mm bore.
550
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Supply only brass elbow for 16mm outer dia CPVC pipe complete.
55
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Supply only female brass threaded adaptor (MTA/ MBTA) for 16mm outer dia CPVC pipe complete.
110
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Supply only ball valve for 20mm outer dia CPVC pipe complete.
7
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Supply only ball valve for 25mm outer dia CPVC pipe complete.
7
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S & F rotational moulded polyethylene three layer water storage tank of capacity 1000 Ltrs (Cylindrical vartical with closed top) hoisted and fixing position all as specified in SSR Part- I complete all as specified and directed.
7
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S & F ball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe 15mm bore and fixed. (Minimum weight 15mm-142 gms) complete
110
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S & F ball valves high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe 25 mm bore and fixed (Minimum weight 25mm-455 gms) complete
7
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M&L for framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc. not exceeding 10 kg each brackets, conforming to Fe-290 Gde-E-165 incl painting with two coats of synthetic enamel paint over a one coat of red oxide primer for mounting of water tank and similar work complete all as specified and directed.
1200
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Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in hard/dense soil.
100
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M & L for providing PCC 1:3:6 type C-2 (using 40 mm graded aggregate) as in foundation filling or mass concrete complete all as specified.
16
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S&F cut to length and welded in required shape and size Medium grade GI pipe 50 mm nominal dia all as specified and directed by Engr -in -charge
885
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M & L for 15 mm thick rendering in CM 1:4 over fair faces of brick work or concrete surfaces of wall and finished surfaces fair and even without using extra cement complete.
200
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M & L Brick work using sub class old size bricks straight or curved on plan to any radius of half brick thick built in cement mortar 1:4 complete all as specified and directed.
25
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M&L Brick work using sub class old bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed.
15
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Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil.
200
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M&L hard core of gauge 63mm but n.exc 100mm deposited spread and levelled in layers not exc 15cm thick watered and rolled/rammed to a true surface of broken stone or boulders.
20
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M & L 75 mm thick cement concrete type C-2, PCC (1:3:6) (40mm graded stone aggregate) as in path/hardstanding as directed by Engr -in -charge
200
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M&L 40 mm thick cement concrete type B-0(1:2:4) using 12.5 mm graded stone aggregate as in spike rooling to surfaces floor complete all as specified and directed by Engr- In- Charge.
200
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M&L cement concrete type B-1(1:2:4) using 20 mm graded stone aggregate as coping, bed plate, levelling course for kota,drain and similar items complete all as specified and directed by Engr- In- Charge.
20
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M & L for machine cut kota stone slab flooring 20-25mm thick including cement screed bed 15 mm thick in CM 1:4 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing complete.
40
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M & L for framed work such as grills, gratings steel gates, expanded Metal, etc. with ends of bars shouldered and/or riveted, framed guard bars; barred iron doors and similar work conforming to Fe.290.Gde-E-165
520
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M & L for applying two coat of synthetic enamel paint over a coat of red oxide primer including preparation of new steel surfaces
150
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M & L two coat of cement base paint white or tinted on walls or fascia of roof or chajjas on new or old decorated prepared plastered/painted surfaces of bldg complete all specified & directed.
30
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S & F in repairs CPVC pipes 25 mm outer dia SDR 11 & Plain CPVC SDR 11 includig all fittings on walls/ceiling or laying in floors including necessary cutting/chasing of walls and floors complete.
95
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Supplying and laying of CPVC pipes 20 mm outer dia SDR 11 & Plain CPVC SDR 11 including all fittings laying in floors and wall complete all as specified and directed by Engr in charge.
95
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S&F rotational moulded polythene water storage tanks 1000ltr capacity (cylenderical verticals with closed top) hoisted and fixed in position all as spfd and directed
1
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Excavation in trenches n.exc 1.5 m in depth for foundation, n.exc. 10 sqm on plan and n.exc 1.5 mtr in depth and getting out complete in soft/loose as directed
5
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M & L for cement concrete type D2 1:4:8 (40mm graded aggregates) in foundation filling and mass concrete .
4
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Removing excavated materials soil n.exc. 50mtr and depositing where directed at a level n.exc. 1.5 mtr above the starting point.
4
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Returning filling including spreading levelling watering and well ramming not exc.25 cm thick soft or loose soil and getting out complete as all spfd and directed.
1
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M&L RCC 1:2:4 Type B-1 (20mm graded aggregate) slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete as all spfd and directed by Engr-in-charge
1
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M&L of mild steel TMT Bars 10 mm dia and over cut to length bent to shape required inculding cranking bending spirally for hooping for columns, hooking ends binding with and including mild steel wire (annealed) not less than 0.9 mm dia securing with clips complete as all spfd and directed by Engr-in-charge
120
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Ditto all as per above item but 6mm to 8 mm dia and over as in stirrups complete.
79
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M & L for form works rough finished surfaces of concrete side of concrete foundation , footing , bases of coloumns raft and raft beams sides and sofits if any of foundation and plinth beams and similar work flat , vertical or to batter
10
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Removal of excavated soil to a distance not exc 50 m and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as directed.
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