Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Eprocure
Opening Date9 Jul 2024
Closing Date4 Sep 2024
Tender Amount₹ 30,00,000 
Notes
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Costs

Description

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BOQ Items

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S & F rolled mild steel framed work as in doors or gates of angle or other section with gusset plate , rails bracess etc, complete drilling for fixing of steel sheets or other covering including distance pieces and similar work confirming to Fe- 410-W (Gde -E-250) quality A complete all as specified and as directed.

500

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S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws etc complete all as specified and directed.

3860

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S & F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering ridge/valley gutturs etc, fixed with self tapping screws etc complete all as specified and directed.

150

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M&L for preparation of new iron or steel surfaces of any description, over 10cm in width or girth, when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a coat of red oxide primer etc complete all as specified and directed.

50

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Taking down existing door frame / shutters of area exc 60 Sqm and n.exc 80 Sqm by hydraulic/ mechanical cranes and by other tools & plant including necessary scaffolding required for lowering down the shutters carefully without causing damage to other components of hangars for repairing work and re-fixing the door shutters frame in same position after necessary repairs complete all as specified and as directed. Note :- (a) Damages if any, caused due to poor workmanship shall be made good by the contractor at his own cost to match with the existing complete without any extra cost to the department. (b) Proper record of the hangar doors which shall be repaired with respect to its location and repairs carred out duly signed by all concern shall be maintained by the Engr-in-Charge and shall be produced to GE on demand.

4

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S&F top wheel made up of taplon / cast iron wheel, including fixing only ball bearings 02 Nos circlips, 01 No shaft of dia 25 mm x 120 mm long or size as per required at site , including necessry welding, drilling and other fittings etc all complete and all as specified and as directed.

4

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Supply only Ball bearing roller of make SKF of size 100 x 60 mm, or size as per site requirement complete all as specified and as directed..

12

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Demolition of cement concrete (unreinforced) of any description and any position not otherwise specially provided for , all as specified and as directed.

30

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Supply and laying new coarse sand of uniform grade including spreading, leveling watering and well ramming in layers 10mm thick etc complete all as specified and directed. Note: Sand for filling shall be 1.18mm single size and shall be pass 100% through 2.36mm sieve and shall be 100% retain on 600 micron sieve

6

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Supplying and laying polythene film 400 micron thick with and including side and end over laps etc complete all as specified and directed. Note: Finished work shall be measured without considering overlap to arrive quantities for payment.

120

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M&L for providing (PQC) pavement quality concrete as per design mix having minimum flexural strength of 44kg/sqcm in field using minimum 400 kg of cement per cum and non circular/triangular synthetic fiber as per manufacturer instruction, laid to level, gradient and camber by using paver including all lateral support and form work etc complete all as specified and directed. Note: Non circular/triangular fiber to be measured and paid separately at supply only rate

30

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Supply only polyester non circular/triangular fiber 12mm long with circum circle dia meter 30-35 micron designed for melting point of 240 to 250 degree centigrade and having specific gravity of 1.34 to 1.4 etc complete all as specified and directed.

30

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M&L for forming dummy /construction joint 10mm wide and 22-23mm deep and providing a backup rod 12mm dia and top 12-13mm primed and top 10mm above backup rod sealed with using polyurethane based sealing compound with suitable primer as per manufacturer's recommendations leaving 2-3mm recess at top incl 3mm wide saw cut to 95mm depth etc complete all as specified and directed. Note: Joint filling operation shall be carried out mechanically by the rep of manufacturer of sealant)

5

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