Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Oct 2024
Closing Date18 Nov 2024
Tender Amount₹ 20,50,000
Costs
EMD
₹ 41,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_680512_1Bid Award Id
ViewTender No
80338/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming.
5
-
-
Removal of excavated material [Soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.
175
-
-
Removal of excavated material [Soil] to a distance exceeding 50m and not exceeding 100 m and depositing where directed at a level not exceeding 1.5 m complete all as specified and as directed.
45
-
-
Removal of excavated material [Soil] to a distance exceeding 500m and not exceeding 1000 m and depositing where directed at a level not exceeding 1.5 m complete all as specified and as directed.
4
-
-
M & L for PCC 1:4:8, type D2 using 40mm Graded Aggregate as in foundations, filling and mass concrete complete all as specified and as directed.
1
-
-
Use and removal of Steel Formwork to Sides of concrete Foundations, Pile Caps, 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 for Rough Finished surfaces complete all as specified and as directed.
4
-
-
M & L for Use and Removal of Steel Formwork [Plain / Curved] to Faces of Walls, Retaining Walls, Basement Walls, Ballast Walls, Abutments, Parapets and Staircase Railings and similar work including attached Pilasters, Buttresses, etc. Vertical or to Batter for ROUGH finished surfaces of concrete complete all as specified.
9
-
-
M & L for Use and Removal of Steel Formwork [Plain / Curved] to Faces of Walls, Retaining Walls, Basement Walls, Ballast Walls, Abutments, Parapets and Staircase Railings and similar work including attached Pilasters, Buttresses, etc. Vertical or to Batter for FAIR finished surfaces of concrete complete all as specified.
4
-
-
M & L for RCC M–30 Design Mix, using 20mm graded stone aggregate as in Foundations including Pile Caps, Rafts, Footings, Foundation Beams, Plinth Beams, Bases for Columns etc. complete all as specified and as directed.
2.5
-
-
M & L for RCC M-30 Design Mix, using 20mm graded stone aggregate as in Walls, Retaining Walls, Basement Walls, Ballast Walls and the like, any thickness, above top of Footings including attached Pilasters and Buttresses etc. complete all as specified and as directed.
2.5
-
-
M & L for 100 mm thick, PCC 1:4;8, Type D-2, using 40 mm graded stone aggregate as in Sub base for flooring complete all as specified and as directed.
300
-
-
M & L for 150 mm thick, PCC 1:2:4, Type B-1, using 20mm graded stone aggregate as in flooring surface finished even and fair without using extra cement complete all as specified and as directed.
300
-
-
M & L for PCC 1:3:6, type D2 using 40mm Graded Granite Aggregate as in foundations, filling and mass concrete complete all as specified and as directed.
1.5
-
-
M & L for Providing Precast Cement Concrete Solid Block Masonry of 1:3:6, Type C2 exceeding 100mm width with plain or interlocking joints set in Cement Mortar 1:4 complete all as specified and as directed.
12
-
-
M & L for rendering on fair faces of brick / concrete surfaces, 10 mm thick in Cement Mortar 1:4, surfaces finished even and smooth without using extra cement complete all as specified and as directed.
85
-
-
S & F Reinforcement using High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.
486
-
-
M & L for 200mm thick [Spread Thickness] Soling [or Sub Base] with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed.
30
-
-
Hardcore of gauge exceeding 63 mm and not exceeding 100mm of broken stones or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick watered and rolled with power road roller of 8 to 12 ton capacity and consolidated to required gradient and camber complete all as specified.
30
-
-
M & L for finishing surface of concrete roads, pavements by brooming complete all as specified and as directed.
30
-
-
M & L for Forming Expansion Joint, 20mm thick, filled with Preformed Bituminous Filler and top 30mm Primed and sealed with Sealing Compound Grade "A" for PCC slab complete all as specified and as directed.
7.5
-
-
M & L for Forming Contraction Joint [Dummy], 65mm deep X 10mm wide, filled with sealing compound and sealed with Sealing Compound Grade "A" for PCC flooring complete all as specified and directed.
7.5
-
-
M & L for Rolling and consolidating formation surfaces in cutting using Power Roller of 8 to 12 ton capacity including filling in the depressions with approved earth obtained from excavation, consolidating to required gradient complete all as specified and as directed.
30
-
-
M & L for Loose filling with Broken Stone or Boulders of gauge 80 to 150 mm including hand packing [any thickness] at back side / ends of Weep Holes on the earth fill side complete all as specified and directed.
0.1
-
-
Supplying and laying 100mm bore Low Density Polyethylene [LDPE] Pipes of pressure rating 06 KGf / Sq.cm, ISI Marked and fixed as weep holes in retaining walls, etc. complete all as specified
1.5
-
-
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