Military Engineer Services Tender
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Costs
EMD
₹ 30,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_MES_642230_1Bid Award Id
ViewTender No
88003/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided and removing the demolished material or debries out side MoD land complete all as specified & directed by the Engineer-in-Charge
26
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M&L for TMT bars 10mm dia and over, cut to length bent to shape required incl cranking bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.
2000
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M&L for precast concrete RCC(1:2:4) type B1 using 20mm graded stone aggregate in landing, cover slabs, etc similar articles with plain faces & setting in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.
26
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Supply & fixing in repairs taxiway/runway sign board having UV protected face plate on both sides not more than 1.0 sqm each consisting of non metallic materials support structure having min. tensile strength 4000 Kg/cm2 impact strength of 139 Kg/cm2, and able to withstand wind speed of 30 m/s, with high intensity prismatic grade retro reflective sheeting as base and with cut out message (legends borders letters numerals etc) sign board frame shall fixed in frangible coupling embeded in PCC 1:2:4 type B1 block of size 15cm x 15cm x 15cm including demolition to the existing delapulated board complete all as specified and directed by the Engineer-in-Charge.
10
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Supply & fixing in repairs taxiway/runway sign board having UV protected face plate on both sides exceeding 1.0 sqm but not exceeding 2.00 sqm each consisting of non metallic materials support structure having min. tensile strength 4000 Kg/cm2 impact strength of 139 Kg/cm2, and able to withstand wind speed of 30 m/s, with high intensity prismatic grade retro reflective sheeting as base and with cut out message (legends borders letters numerals etc) sign board frame shall fixed in frangible coupling embeded in PCC 1:2:4 type B1 block of size 15cm x 15cm x 15cm including demolition to the existing delapulated board complete all as specified and directed by the Engineer-in-Charge.
10
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Supply & fixing in repairs taxiway/runway sign board having UV protected face plate on both sides exceeding 2.0 sqm but not exceeding 3.00 sqm each consisting of non metallic materials support structure having min. tensile strength 4000 Kg/cm2 impact strength of 139 Kg/cm2, and able to withstand wind speed of 30 m/s, with high intensity prismatic grade retro reflective sheeting as base and with cut out message (legends borders letters numerals etc) sign board frame shall fixed in frangible coupling embeded in PCC 1:2:4 type B1 block of size 15cm x 15cm x 15cm including demolition to the existing delapulated board complete all as specified and directed by the Engineer-in-Charge.
NOTE:-
The work will be carried out as per user requirement from 1830 hrs to 0600 Hrs. The deployment of labour and T&P arrangement on the Runway shall be intimated to the contractor lby 0800 Hrs each day in the moring. The contractor has to provide necessary arrangement such as lights etc and quote the rate accordingly for considering late working hours at night. Nothing extra will be paid on this account.
5
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