Military Engineer Services Tender
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Military Engineer Services - MES Tender
Civil And Construction
Paints and Enamels
Civil Works Others
Eprocure
Opening Date8 Jan 2025
Closing Soon29 Jan 2025
Tender Amount₹ 14,80,000
Costs
EMD
₹ 29,600Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_692287_1Tender No
8125/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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Dismantling posts or struts of any description and in any position (wood, steel or R.C.C.) in concrete or brick work or masonry ground any section, embedded portion and making good disturbed ground complete all as specified and directed
20
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Dismantling structural steel work of any description and in any position including doors, gates but excluding framed truss etc complete all as specified and directed
6.9
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Demolition of cement concrete of any description and in any position in ground floors and pavings n.exc 15cm thickness (below or above ground level) complete all as specified and as directed.
4.3
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Dismantling fencing wire mesh of any description and in any position complete all as specified and as directed.
50
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Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed.
2.45
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M&L precast cement concrete type C1 (1:3:6) using (20mm graded stone aggregate) solid blocks masonry exc. 10cm in width and set in cement mortar (1:6) complete all as specified and as directed.
10
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M&L for 15 mm thick rendering in cement mortar on fair faces of brick work or concrete surfaces, applied in two layers ie. Ist layer of 10 mm thick rendering in cement mortar (1:6) and 2nd ( top) layer of 5 mm thick rendering in cement mortar (1:4) and top layer mixed with water proofing compound as per manufacturer's instruction & finished even and smooth without using extra cement complete all as specified and directed.
400
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M&L for Preparing newly plastered surfaces of walls and applying two coats of cement based paint over a coat of primer complete all as specified and as directed.
400
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M&L for Plain cement concrete (1:2:4) type B0 (using 12.5mm graded stone aggregate) in coping, kneelers water throughs bed plates, kerbs and like including weathering, slightly rounded or chamfered engles and throating, finished even & smooth without using extra cement complete all as specified and as directed.
2
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M&L for High strength deformed bars( TMT bars) 10 mm dia and over as in reinforcement for concrete cut to length , bent to shape requred, including cranking , bending spirally for columns hooking for columns hooking ends and binding with and including mild steel wire ( annealed ) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
1170
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M&L for High strength deformed bars( TMT bars) 6 to 8 mm dia as in reinforcement for concrete cut to length , bent to shape requred, including cranking , bending spirally for columns hooking for columns hooking ends and binding with and including mild steel wire ( annealed ) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
120
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M&L for RCC M-30 (Design Mix) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed.
2.3
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M&L for RCC M-30 (Design mix) as in walls retaining walls, basement walls ballast walls and like, any thickness, above top of footing including attached pilasters and buttresses complete all as specified and as directed.
4
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M & L for RCC M-30 (Design mix) as in columns, pillars, piers, posts and struts complete all as specified and as directed.
2.5
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Providing for flat formwork to 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 for rough finished surface complete all as specified and as directed.
20
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Providing for flat formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc vertical or to batter for rough finished surface complete all as specified and as directed.
78
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Formwork of Square, rectangular or polygonal to sides of pillars, posts, struts, piers, columns and stanchions for fair finished surface complete all as specified and as directed.
80
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Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, cable etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out in soft/loose soil complete all as specified and as directed.
4
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Removing excavated materials n exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and as directed.
3
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Returning filling including spreading, levelling, watering and well ramming in layers not exc 25 cm soft/loose soil complete all as specified and as directed.
1
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S&F rolled mild steel in joist channel angles or tee sections fixed as in main and cross beams purlins rails and fasternings and heavy bracket framing (beam, tee angle channel or flat sections) including distance pieces, cleats etc Fe-410 W (Gde-E-250) quality-B complete all as specified and as directed.
240
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S&F for mild steel work of Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts, posts 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 and as directed.
100
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Use and waste of 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 Fe-410-W(Gde-E-250) quality-B complete all as specified and as directed.
200
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M&L for preparation of new or pre viously untreated surfaces of steel surfaces of any description not other wise described over 10 cm width or girth and applying two coats of synthetic enamel paint ovr a coat of red oxide primer complete all as specified and as directed.
120
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M&L Plain cement concrete type C2 (1:3:6) (used 40mm graded aggregate) in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases) complete all as specified and as directed.
2.3
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S&F for Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) inluding taking down existing barbed wire complete all as specified and as directed.
14
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Restaining, resecuring including making good of existing barbed wire fencing including tying at crossings with galvanised mild steel wire, staples or steel pins, etc. complete all as specified and as directed.
10
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S&F Concertina coil fencing with punched tape concertina coil made from high tensile spring steel, high corbon wire confirming to IS-4454 (Part-1) of Grade -SM duly hot dipped Galvanised as per IS-4826 with 230 GSM, 600mm dia 10 Meter openable length with galvanised coating and punched tape material as per IS-513, having 50 nos rounds per 6 mtr length (before streaching) having medium barbs (barb length 24 (±1)mm barb width 19 (±1)mm, pitch between two barbs 35(±1)mm, spring core wire (2.6mm thick) of high tensile strength of 165 kg/sqmm with tape (0.52mm thick) and weight 43.478 Grams/meter and fixing to "Y" or Trapezoidal shaped angle iron brackets placed at 2.0 m to 3.0 m apart and with 6/9 horizontal RBT (Reinforced Barbed Tape) wire, stud tied with GI stable and GI clips to retain horizontal, including necessary bolts and coating with px compound (Anti rust) complete all as specified and directed. Note: Horizontal barbed wire and angle iron support shall be measured and paid seperately under relevant items of Schedule "A". Measurement shall be made for stretch length. (Stretch per coil 10 m) complete all as specified and as directed.
175
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S&F 1mm thick PVC coated chain link fencing made of MS galvanisedd 4mm dia wire of mesh 75mmx75mm size to any type of standard rails, straining bolts etc including provn of GI wire for binding complete all as specified and as directed.
50
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M&L for mild steel framed work such as grills, gratings, etc with ends of bars shouldered and/or riveted, or forged into spikes framed guard bars barred iron doors ladders framed balusters walk ways railings framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 complete all as specified and as directed.
150
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