Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date25 Feb 2025
Closing Date1 Apr 2025
Tender Amount₹ 2,20,19,000
Technical
Technical
Technical Capacity
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The required prior work experience for the bidder includes satisfactorily completing requisite value works with Central/State Government/Central/State PSUs/AWHO/AFNHB/CGEWHO/DGMAP. However, specific details on the required prior work experience, such as the amount and percentage of similar works completed, are not provided. Additionally, for contractors not enlisted with MES, the bidder should meet the enlistment criteria of 'B' class and category 'a (i)' contractor, which includes satisfactorily completing requisite value works, but specific values or percentages of similar works completed are not mentioned.
Costs
EMD
₹ 2,95,190Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_699340_1Tender No
CWE/JHA/J/TOKEN/115 OF 2024-25Tender 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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M&L for earth work in excavation in over area for hard rock not exceeding 1.5m deep and getting out by mechanical methods complete all as specified & directed.
307
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M&L for earth work in excavation in over area for hard rock exceeding 1.5m & not exceeding 3 m deep and getting out by mechanical methods complete all as specified & directed.
8
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Returning, filling in, excavated soil material including watering, well ramming complete all as specified & directed.
75
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Forming embankment including raising (or lowering) the earth, spreading in layers not exceeding 30cm thick, watering, ramming / rolling and finishing to required shape & sizes etc not exceeding 1.5m high/deep from the base complete as per design drawings and specifications complete all as specified & directed.
2250
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Forming embankment including raising (or lowering) the earth, spreading in layers not exceeding 30cm thick, watering, ramming / rolling and finishing to required shape & sizes etc exceeding 1.5m & not exceeding 3 m deep/high from the base complete as per design drawings and specifications complete all as specified & directed.
1375
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Forming embankment including raising (or lowering) the earth, spreading in layers not exceeding 30cm thick, watering, ramming / rolling and finishing to required shape & sizes etc exceeding 3 m & not exceeding 4.5 m deep/high from the base complete as per design drawings and specifications complete all as specified & directed.
133
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Removing excavated soil materials to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified & directed.
100
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Removing excavated soil materials to a distance exceeding 50m & not exceeding 500m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified & directed.
1500
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Removing excavated soil materials to a distance exceeding 500m & not exceeding 1500m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified & directed.
2100
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Providing cofferdam and bund made of soil used from MD land for diversion of water works: as may be necessary for the construction of foundation for box culvert / wing wall and removal of the same after the completion of the work and maintaining the as per original ground conditions as previous & as directed.
1
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M&L for PCC 1:4:8 type D2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete complete all as specified & directed.
136
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M&L for Reinforced cement concrete M-35 (Design Mix) as in foundation including raft/ footing, plinth beam, base of column etc of box culvert & wing wall complete all as specified & directed. Note: using coarse stone aggregate and fine aggregate derived from natural sources; Ordinary Portland Cement OPC 53 grade cement is t o be used; admixtures as recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength.
301
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M&L for Reinforced cement concrete M-35 (Design Mix) as in walls of box culvert & wing wall of requied thickness complete all as specified & directed. Note: using coarse stone aggregate and fine aggregate derived from natural sources; Ordinary Portland Cement OPC 53 grade cement is t o be used; admixtures as recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength.
260
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M&L for Reinforced cement concrete M-35 (Design Mix) as in Slab of box culvert & wing wall of requied thickness complete all as specified & directed. Note: using coarse stone aggregate and fine aggregate derived from natural sources; Ordinary Portland Cement OPC 53 grade cement is t o be used; admixtures as recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength.
195
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M&L for Reinforced cement concrete M-40 (Design Mix) as in Crash barrier of box culvert & wing wall of requied thickness complete all as specified & directed. Note: using coarse stone aggregate and fine aggregate derived from natural sources; Ordinary Portland Cement OPC 53 grade cement is t o be used; admixtures as recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength.
44
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M&L for mild steel CRS TMT bars 10mm dia & over as in main reinforcement, cut to length, bend to shape required, including cranking, bending spirally for hooping for column, hooking ends binding with and including mild steel wire (annealed) not less than 0.9mmdia or securing with clips complete all as specified & directed.
99220
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M&L for mild steel CRS TMT bars 10mm dia & over as in main reinforcement, cut to length, bend to shape required, including cranking, bending spirally for hooping for column, hooking ends binding with and including mild steel wire (annealed) not less than 0.9mmdia or securing with clips complete all as specified & directed.
99221
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M&L for mild steel TMT bars 10mm dia & over as in main reinforcement, cut to length, bend to shape required, including cranking, bending spirally for hooping for column, hooking ends binding with and including mild steel wire (annealed) not less than 0.9mmdia or securing with clips complete all as specified & directed.
5400
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M&L for use & waste of form work to sides of concrete foundations, raft & raft beams, sides & soffits (if any) of foundation beams and similar work; vertical or to batter including centering and shuttering including shuttering, propping etc and removal of form work for rough finished surface of complete all as specified & directed.
130
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M&L for use & waste of form work to faces of walls / retaining walls and similar work; vertical or to batter including centering and shuttering including shuttering, propping etc and removal of form work for rough finished surface of complete all as specified & directed.
630
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M&L for use & waste of form work to faces of walls / retaining walls and similar work; vertical or to batter including centering and shuttering including shuttering, propping etc and removal of form work for fair finished surface of complete all as specified & directed.
777
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M&L for use & waste of form work to soffits of suspended floor slabs and similar workexceeding 200 mm thick; including centering and shuttering propping etc and removal of form work for rough finished surface of complete all as specified & directed.
153
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M&L for use & waste of form work to soffits of suspended floor slabs and similar workexceeding 200 mm thick; including centering and shuttering propping etc and removal of form work for fair finished surface of complete all as specified & directed.
152
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S&F for 160mm Outer Dia PVC (SWR) pipe of 6kg/cm2 as used in rain water drainage and weep hole pipes extending through the full width of structure with proper slope complete all as specified & directed.
50
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M&L for crushed stone boulder filling dry, hand packed tightly as in wire crate apron bund etc complete all as specified & directed.
Note :- GI wire crate apron measured & paid separately
5
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M&L for 4mm dia galvanised steel wire, 150 x 100mm mesh made up cage and laid in position including closing after filling boulder in weep hole etc complete all as specified & directed.
44
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M&L for preparation of new concrete stone surfaces and apply two coats of cement base paint over one coat of cement primer of white cement complete all as specified & directed.
415
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M&L for crushed stone boulder pitching laid dry, hand packed tightly, grouted & pointed with cement & sand in CM 1:6 complete all as specified & directed.
17
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Rolling and consolidating road formation surface in cutting only with power road roller 8-10 tonne including, filling in, hollows and depression which occur during the process of rolling complete all as specified & directed.
93
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M&L for 150mm thick (spread thickness) soling with crushed stone boulders or quarried stone of 40mm to 80mm size intersticks filled in two layers, surface formed, rolled & consolidated with 8-10 tonne power road roller to required gradient & camber complete all as specified & directed.
75
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M&L for 150mm thick (compacted thickness) water bound macadam WBM complete laid in two seperate layer each layer of 75mm compacted thickness with crushed stone coarse aggregate of grading 2 (63 to 40mm size) for 1st layer and of grading 3 (50 to 20 mm size) for second layer, (surfaces of each layer will be blinded with screening materials and moorum, watered consolidated and compacted separately), spread rolled and consolidated to required gradient and camber using with 8 to 10 tonne power road roller complete all as specified & directed.
75
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M&L for preparing surfaces (unsurfaced water bound macadum) by brushing with steel wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt & applying evenly a priming / tack coat with cut back bitumen primer @ 10 Kg per 10 Sqm complete all as specified & directed.
93
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M&L for laying Bituminous macadam with paving bitumen VG- 30 as 4% of total mix laid / rolled & compacted to required gradient and camber (consolidated thickness less than 75mm) complete all as specified & directed.
47
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M&L for laying of premix bituminous premix semi-dense asphaltic concrete 40mm consolidated thickness with 5.5% binder content by weight of total mix, rolled & compacted to required camber and gradient complete all as specified & directed.
93
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M&L for stone kerb of roughly squared stone of size 150mm x 300mm x 450mm; all surfaces hammer dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 20mm jointed in cement mortar 1:6 and struck flush pointed complete all as specified & directed.
10
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