Military Engineer Services Tender
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Costs
EMD
₹ 87,200Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_663469_1Bid Award Id
ViewTender No
8394/24-25/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified & directed by Engineer-in-charge.
288
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Extra for stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exc 20mm & dressing face beds and joints as specified to squared rubble walling, brought upto courses, Jodhpur type complete all as specified & directed by Engineer-in-charge.
720
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M&L for plain cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) as in coping, etc including necessary form work complete all as specified & directed by Engineer-in-charge.
23.04
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M&L for plain cement concrete (1:2:4) type B-0 (using 12.50 mm graded stone aggregate) as in benching complete all as specified & directed by Engineer-in-charge.
16.2
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M&L rendering 15mm thick in 1:4 cement plaster on stone masonary surface is to be finished even and smooth without using extra cement complete all as specified & directed by Engineer-in-charge.
1051.2
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Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in hard/dense soil complete all as specified & directed by Engineer-in-Charge.
66
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Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in soft/disintegrated rock complete all as specified & directed by Engineer-in-Charge.
77
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Removing surplus excavated material soil to exc 250 mtrs and n.exc 500 mtrs and depositing where directed at a level not exceeding 1.50 mtrs above the starting point complete all as specified & directed by Engineer-in-Charge.
387.75
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Removing surplus excavated material disintegrated rocks to exc 250 mtrs and n.exc 500 mtrs and depositing where directed at a level not exceeding 1.50 mtrs above the starting point complete all as specified & directed by Engineer-in-Charge.
460.35
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M&L for 600 mm bore reinforced concrete pipes class NP-2, laid and jointed complete with collars complete all as specified & directed by Engineer-in-Charge.
30
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M&L for plain Cement concrete (1:3:6) type C1 (using 20 mm graded stone aggregate) in haunching against the sides of pipes after laid and tested of 600 mm bore reinforced concrete pipes in surface channel and drain complete all as specified & directed by Engineer-in-Charge.
12.5
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Material & Labour for 75mm thick sand stone slabs as in drain covers, templates, etc. n exc. 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in cement mortar (1:4) complete all as specified & directed by Engineer-in-Charge.
270
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