Military Engineer Services Tender
View complete overview of Nagaland MES Tender
Costs
EMD
₹ 85,820Document 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_674757_1Bid Award Id
ViewTender No
8791/C/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Excavating in trenches n exc 1.5m wide and n exc 1.5m in depth; for foundation etc. or for shafts wells cesspits man-holes pier holes etc. n exc 10 sq m on plan and n exc 1.5m in depth and getting out in soft/loose soil etc complete all as specified and directed.
98.6
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M&L for Cement Concrete (1:4:8) Type D-2(using 40mm graded stone aggregate) as in foundation filling and mass concrete etc complete all as specified and directed.
8.75
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Brickwork with sub class ‘B’ bricks (using old size bricks) straight or curved on plan exc 6 m mean radius built in CM 1:6 etc complete all as specified and directed.
86.38
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Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 using water proofing compound @ 3% by wt of cement for finished even and smooth (without using extra cement) (WPC will be measured and paid separately) etc complete all as specified and directed.
435.68
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Supply only Integral water proofing compound etc complete all as specified and directed.
2.31
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Returning filling in including spreading leveling watering and well ramming in layers not exc 25 cm in soft/loose soil etc complete all as specified and directed.
112.32
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Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point etc complete all as specified and directed.
77.46
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M&L for RCC Beams, cantilevers, bressummers, lintels over 1.5m spanusing RCC Type A-1 (1:1.5:3) (using 20mm graded stone aggregate) etc complete all as specified and directed.
7.82
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M & L for Reinforced Cement Concrete Type A-1 (1:1.5:3) (using 20 mm graded granite stone aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete etc complete all as specified and directed.
43.13
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M & L for Reinforced cement concrete type A-1 (1:1.5:3) in columns, pillars, piers, posts and struts etc complete all as specified and directed.
15.01
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Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including 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 etc complete all as specified and directed.
2821
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M & L MS TMT bars 6 mm to 8 mm dia cut to length, bent to shape reqd incl cranking, bending and binding with MS wire n.exc 0.90 mm dia (annealed) for stirrups/binders etc complete all as specified and directed.
1554
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Use and waste for formwork to sides of concrete foundation,footings,bases of columns,raft and raft beams,sides and soffits (if any) of foundation and plinth beams;and similar work;vertical or to batter etc complete all as specified and directed.
166.02
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Use & waste of formwork for Formwork to sides of pillars, posts, struts, piers, columns and stanchions all as directed by Engr-in-Charge.
329.44
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Use & waste of Formwork to sides and soffits of lintels, cantilevers etc complete all as specified and directed.
89.28
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M&L providing precast cement concrete louvers and jalies, 35mm thick (measured solid), type B-0 (12.5mm graded stone agg) including moulding but excluding frame and set in CM (1:4) etc complete all as specified and directed.
89.4
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Dismantling Trellis work (Jafri), including taking as under of battens in trellis (posts and rails measured separately) etc complete all as specified and directed.
55.8
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M&L for preparation of new plastered surfaces and applying two coats of cement base paint of approved shade on walls including priming plastered and other surfaces with alkali resistant priming paint all as specified & directed by Engineer-in-Charge
618.3
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Excavation over area n.exc 1.5 m deep and getting out as in soft/loose soil
61.74
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M & L for PCC (1:2:4) type B-1 using 20mm graded stone aggregate as bond stone including necessary form work set in CM 1:6 etc complete all as specified and directed.
2.52
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M & L for PCC (1:3:6) type C-1 using 20mm graded stone aggregate as in coping including necessary form work etc complete all as specified and directed.
0.99
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M & L for walling of random rubble, uncoursed well bounded bedded and solidly hearted, built in CM (1:4) including provision of weep holes complete all as specified and directed.
87.86
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M&L for raised pointing to random or polygonal rubble uncoursed or brought up to course in CM (1:4) complete all as specified and directed.
6.12
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M&L for stone coarse aggregate for back filling media of retaining wall/ gabion wall ,size of 40 mm to 80 mm in 300 mm thick layers all as shown on drawing complete all as specified and directed.
3.29
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S&F for 110 mm dia PVC (SWR) pipe single socketed in any length with rubber joints laid in trenches/,floor/weep holes and similar work all etc complete all as specified and directed.
118.14
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M & L for PCC (1:3:6) type C-2 using 40mm graded aggregate as in foundation complete all as specified and directed.
20.43
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M&L for 15 mm thick rendering in CM 1:4 of cement finished fair faces of brick/concrete surfaces even and fair without using extra cement etc complete all as specified and directed.
25.8
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