Military Engineer Services Tender

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The MES has issued a formal invitation for competitive bids for the Military Engineer Services project, for Provision Of Interlocking Tiles On The Path Adjacent To Bulding No P-76 , Provision Of Iterlocking Tiles Near P-53, Provision Of Gate In The Entrance Of Ge Daman Office, Provision Of Hard Standing In The Office Premises Ge Daman And Provision Of Co in Daman, Daman & Diu, with an estimated contract value of Rs. 39,85,000. The bid opening date for this tender is 05-04-2025 and the last date for bid submission is 03-05-2025. Interested bidders for Military Engineer Services tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Military Engineer Services - MES Tender

Works
Civil And Construction
Construction Material
Eprocure
Opening Date5 Apr 2025
Closing Date3 May 2025
Tender Amount₹ 39,85,000 
Notes
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Costs

Description

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BOQ Items

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M&L for Cement concrete in foundations, filling and mass concrete type D2 (1:4:8) in foundations of bed of drains, filling and mass concrete all specified and directed.

2

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M&L for TMT steel bars Fe-500 of 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 clips

300

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M&L or Cast iron work grade FG 150 or articles not exceeding 5kg each, unmachined, in brackets, gully traps, gratings, railing, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters, as decorative article in gate and similar articles

150

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M&L for preparation of new Surfaces of any description, over 10cm in width or girth,not otherwise described and applying one coat of Zinc chrome red oxide primer and two coats of synthetic enamel paint all as specified.

15

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M&L for Rendering 10mm thick in Cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even and smooth (without using extra lime or cement)

100

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S&F of stainless steel letters in english and hindi of 150mm width, 200mm high fixed on finished granite surfaces all as specified and directed.

30

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M&L for Pre-cast cement concrete block masonry type C-1, 1:3:6 (20mm graded aggregate) set in cement mortar 1:4 with solid blocks, exc. 10 cm in width and setting in mortar, complete

10

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Removing excavated material to a distance exc 250 m but n exc 500 m and depositing where directed outside MOD land. Note: It is responsibility of the contractor to get permission from Local Authorities for site of disposal of material.

5

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M&L Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade 'A' all as specified and as directed.

5

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M&L for 20mm thick Granite (of any type) work (table rubbed and polished) for wall lining (veneering to wall) 12mm thick in cement mortar (1:3) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite.

50

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Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out hard/dense soil all specified and directed.

26.4

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M&L for sand filling under floors or foundations including watering and consolidation, spread and levelled in layers n exc 25cm thick all as specified and directed.

42.75

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M & L for 18-20mm thick granite (of any type) work polished in floors and like in cement mortar (1:4) including pointing in white cement (1:2) us ing marble dust with admix ture of pigment to match with shade of granite over & including 15mm thick screed bed in CM 1:6 Note : (i) Design of granite flooring shall be decided by Accepting Officer. (ii) Rates is inclusive cutting/waste of granite

13

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M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and pigment all asspecified and directed.

855

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M&L for Hardcore of broken stone of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface all as specified and directed by Engineer -in-charge

158.1

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M&L for Rolled mild steel grade Fe-410-W (Gde-E-250) quality- B in Framed work as in doors or gates of angle 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

600

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M&L for Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less

64

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M&L for M-30 grade of concrete (20mm aggregate) in Columns, pillars, piers, posts and struts

1

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M&L for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm all as specified.

3

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Removing excavated material to a distance n.exc 50m and depositing where directed outside MOD land. Note: It is responsibility of the contractor to get permission from Local Authorities for site of disposal of material.

305.9

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M&L for Formwork to flat sides of concrete foundations, 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

3

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M&L for Formwork to fair finished surfaces of sides of pillars, posts, struts, piers, columns and stanchions

6

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M&L for M-30 grade of concrete (20mm aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete

2

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Providing and laying at or near ground level, factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete.

35.9

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