Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date21 Jan 2025
Closing Date24 Feb 2025
Tender Amount₹ 4,90,00,000
AI Insights
Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is A class. Additionally, in certain cases, contractors of one class or two classes below the eligible class (i.e., B class or lower) may also be considered, particularly in remote and difficult areas.
Technical Capacity
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The required prior work experience for the bidder includes having a certain level of experience in completing works with government entities or organizations. Specifically, the bidder should have experience with works of a certain value, although specific amounts and percentages are not mentioned. For the engineering staff, the requirements are: - One Degree holder in Engineering with at least 5 years of practicable experience of works.
- Two Diploma holders in Engineering with at least 8 years of practicable experience of works. No specific information is mentioned regarding the value and percentage of similar works completed, except that the bidder should have completed similar works satisfactorily. The bidder's present residual work in hand should not be more than five times their present tendering limit, unless they fulfill the criteria of up gradation to the stipulated eligible class based on past experience of completed works and financial soundness. The solvency requirement for this work is 200 lakhs, or the bidder should be financially sound for engagement up to 750 Lakhs, with a working capital of not less than 30 lakhs. Details of works completed and under progress should be submitted, including the value of the contract, date of completion, and extended date of completion if applicable. However, specific values like amount and percentage of similar works completed are not mentioned.
Costs
EMD
₹ 5,65,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_694107_1Tender No
80225/e8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Removing excavated material exc 50 m but n exc 1.5 m & depositing where directed at a level n exc. 1.50m above the starting point.
562.84
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M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
244.13
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M&L for Quarried rubble stone or broken boulders, in large pieces for soling/sub base of road, etc complete all as specified and as directed..
96.93
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M&L for PCC 1:4:8 , type D2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed..
133.11
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M&L for RCC M-30 design mix (using 20mm graded stone aggregate) as in foundation, incl rafts footing, pile foundations, beams, plinth beam & mass concrete complete all as specified and as directed.
557.43
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M&L for RCC M-30 design mix (using 20mm graded stone aggregate) as in Column, pillar, posts & struts complete all as specified and as directed.
211.77
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M&L for Mild steel Fe-500D HS TMT(CRS) bars 10mm dia and over cut to length bent to shape required incl cranking bending spirally for hoping & stirrups for col, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed..
119046.12
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M&L for Mild steel Fe-500D HS TMT(CRS) bars 5mm dia and over up to and incl 10mm dia in stirrups cut to length bent to shape required incl cranking bending spirally for hoping & stirrups for col, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
65170.89
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M&L for Formwork for foundation, footings, bases of columns & plinth beams and similar work vertical or batter with rough finished surfaces of concrete.complete all as specified and as directed.
2410.54
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M&L for Formwork for side of pillars, posts, struts & column with fair finished surface of concrete complete all as specified and as directed.
2358.3
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M&L for Rendering 15mm thick in cement mortar 1:4 on fair faces of brick walls or on concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed.
1426.2
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M&L for Preparing new surfaces of walls and applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and as directed.
6995.64
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M&L for Framed work as in doors or gates of angle of grade Fe-410 W (Gde E-250 Quality A) or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed.
1504.21
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M&L for Mild steel work as in post and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc, flat iron fillets for securing wire mesh etc,including all necessary drilling,bolting or riveting,etc and similar work conforming to Fe 290 Gde E-165 complete all as specified & directed.
3044.25
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S&F Galvanised 2 strand, steel barbed wire 2.24 mm dia barbed with 2mm dia bars at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire staples or steel pins etc complete all as directed.
NOTE : Each line of wire shall be measured.
108
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S&F 600mm dia punched type concertina coil (50-51 turns per coil) low carbon heavy galvanised cold rolled steel sheet as per IS:513,Confirm to heavy galvanised high tensile spring steel wire as per IS:4454 and confirming to heavy duty steel clips as per IS:2062 deep drawn quality with galvanising coating having medium barbs including fixed in position in between "Y" or "U" shaped angle iron post with barbed wire fence complete all as specified and directed by Engineer-in-Charge.
Note: The barbed wire shall be measured and paid separately . After stretching the concertina coil length of the compound wall on which it has been stretched shall be considered for measurement.One coil shall not be stretched more than 6.00 mtrs horizontal length.
1200
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M&L for preparation of new or previously un-treated steel surfaces of any description over 10 cm in width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed.
165.55
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M&L for Precast reinforced cement concrete M-30 design mix (using 20 mm graded stone aggregate) in precast wall panels for boundary wall all as specified and as shown in Drawing complete including filling the joints in panels with pressure cement grout in 1:2 using non shrink compound of approved make.
Note : Rate quoted against item shall be deemed to be included for grouting the joints between panels and connecting structural members.
278.47
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M&L for Boring for 400mm dia, 4.0 mtr deep under-reamed piles with one bulb and getting out and disposal of spoil to a distance of n.exc 50m complete all as specified and as shown in drawing.
820
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M&L for RCC M-30 design mix (using 20mm graded stone aggregate) as in bored pile complete all as specified and as directed.
659.27
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Chipping of laitance concrete of pile and disposal of debris to a distance n.exc 50mtr complete all as specified and as directed.
206.09
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Carrying out Initial load testing on 400mm dia pile all as per IS complete all as specified and as directed.
1
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Carrying out pull out testing on 400mm dia pile all as per IS complete all as specified and as directed.
1
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Carrying out lateral load testing on 400mm dia pile all as per IS complete all as specified and as directed.
1
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Carrying out routine load testing on 400mm dia pile all as per IS complete all as specified and as directed.(Compression test)
10
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Carrying out routine load testing on 400mm dia pile all as per IS complete all as specified and as directed.( Pull out test)
10
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Carrying out routine load testing on 400mm dia pile all as per IS complete all as specified and as directed.( Lateral load test)
10
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