Military Engineer Services Tender
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Costs
EMD
₹ 75,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_695059_1Tender No
8805/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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M&L for surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out hard/dense soil complete all as specified and directed.
787.98
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M&L for surface excavation n.exc (not exceeding) 30 cm deep and averaging 10cm deep and getting out soft/disintegrated rock complete all as specified and directed.
162.63
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M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.
142.04
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M&L for 100mm thick cement concrete, 1:2:4 type B1 (20mm graded stone aggregate) as in floor complete all as specified and directed.
577.14
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M&L for cement concrete 1:4:8 (type D-2) using 40 mm graded crushed stone aggregate in foundations , filling and mass concreate complete all as specified and directed.
81.65
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M&L for cement concrete 1:2:4 (type B-2) using 40 mm graded crushed stone aggregate in foundations , filling and mass concreate complete all as specified and directed.
7.15
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M&L for 25mm thick PCC 1:2:4 type B0 (12.5mm graded stone aggregate) as in levelling course in floor complete all as specified and directed.
161.59
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M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
11.65
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Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without
puncture having minimum weight 390 gm/Sqm over tack coat/ sand cushion as specified in the design
with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed.
465.92
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M&L for forming 20mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `A' for the 100mm thick slab complete all as specified and directed.
14.56
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M&L for forming Contraction (Dummy) joints 30 mm deep x 10mm wide, filled with sealing compound Grade 'A' complete all as specified and directed.
15.36
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M&L for forming Construction joint 100mm deep x 10mm wide filled with sealing compound Grade 'A' complete all as specified and directed.
35.26
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M&L for excavation 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 in hard/dense soil complete all as specified and directed.
118.5
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M&L for excavation over area exc. 1.50 m deep and getting out in hard/dense soil complete all as specified and directed.
43.44
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M&L for removing excavated material exc. 1.50 km but n exc.5 km complete all as specified and directed.
74.03
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M&L for returning filling in including spreading levelling watering and well ramming in layers n.exc 25 cm in soil complete all as specified and directed.
68.47
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M&L for demolition of brick work of stone/boulder/PCC block masonry, build in cement mortar including all for ashlars facings, dressed stonework, precast concrete articles and precast concrete block walling complete all as specified and directed.
6.23
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M&L for type C1 1:3:6 (20 mm graded aggregate) Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width and setting in cement mortar (1:6) complete all as specified and directed.
40.43
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M&L for providing, cement concrete type B1 (20 mm graded aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.
5.21
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M&L for cement concrete type B0 (12.5 mm graded aggregate) in in surface channels and drains complete all as specified and directed.
7.96
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M&L for taking down cement plaster of any description, any thickness from surfaces of walls/soffits of roof projections & chajjas /ceilings etc. incl raking out joints, hacking for keys, scrubbibg down with water etc complete all as specified and directed.
521.06
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M&L for rendering 15mm thick in CM (1:4) on fair faces of brick work or concrete surfaces even and fair finish without using extra cement mixed with WPC as per manufacturer's instructions complete all as specified and directed.
575.65
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M&L for rendering 15mm thick in CM (1:6) on fair faces of brick work or concrete surfaces even and fair finish without using extra cement complete all as specified and directed.
507.78
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M&L for rendering 5mm thick plaster in CM (1:3) on faces of brick work or concrete on surfaces of ceiling, finished even and smooth without using extra cement complete all as specified and directed.
100.37
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Supply only integral liquid water proofing compound complete all as specified and directed.
21.9
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M&L for preparation of new plastered surfaces of walls and applying two coat of cement based paint over a coat of primer complete all as specified and directed.
153.16
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M&L for preparing new plastered or unplastered surfaces of walls, and applying three coats of white wash complete all as specified and directed.
357.78
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M&L for complete removal of existing treatment, plastered or unplastered old surfaces of walls, including filling of cracks/holes by crack filler, removing unnecessary nails and applying three coats of white wash complete all as specified and directed.
40
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M&L for complete removal of existing treatment, plastered or unplastered old surfaces of ceiling, including filling of cracks by crack filler, removing unnecessary nails and applying three coats of white wash complete all as specified and directed.
578.37
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M&L for preparing new plastered or unplastered surfaces of ceiling, and applying three coats of white wash complete all as specified and directed.
100.37
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M&L for complete removal of existing treatment of walls and applying two coats of oil bound distemper on wall surfaces over a coat of alkali resistant primer over 2mm thick wall care putty complete all as specified and directed.
200
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M&L for preparation of old decorated surfaces including brooming down or steel wire brushing, scraping down smokes soot, module, moss and effloroscent salts, oil and greasy spots and applying one coat of oil bound distemper on wall surfaces complete all as specified and directed.
400
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M&L for injection grouting for the RCC members like column, beam, slab etc with the mixture of fine sand and cement with appropriate pressure and machinery, ratio of material is (1:1) or directed by Engineer-in-charge for the repairing of cracks, holes, voids, honeycombing, damage of structural member etc, drill the ports or holes, distance between two nozzles/nipples approx 0.50m-1.00m in RCC member, having dia 2.5cm and 5.0cm deep and fix the nozzle/nipple of the grouting machine/hose pipe, filled the properly cracks and holes of structural member, all around or surface area of RCC member with epoxy, polyster or cementious materials give time to seal to be hardened, inject the grout material in the RCC member till RCC member voids saturated completely, for the same process to be repeated 02 or 03 times after some interval, refix the nipples properly without damazing the RCC members and holes of the same filled properly with non shrinkage material of min M-50 grade, complete all as specified and directed.
Note : Rates of the all requires machinery, tools etc for the injection grouting shall be deemed to be included in quotated rates.
151
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M&L for extra for forming fair finished drain or channel 45 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc. complete all as specified and directed.
359.55
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M&L for demolition of stone slabs and tiles, ceramic tiles laid, bedded and pointed in any mortar of any description or thickness in floors, aprons etc complete all as specified and directed.
23.9
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M&L for machine cut kota stone slab flooring 20-25mm thick over 15mm thick screed base in CM (1:6) laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing to give high gloss finish complete all as specified and directed.
209
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M&L for Kota stone slab 20-25mm thick Mirror polishing to give high gloss finish in riser of steps, skirting, dado and pillar laid over 10mm thick backing coat in CM (1:4) and jointed complete all as specified.
30
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M&L for reinforced concrete pipes 300mm bore class NP-3, laid and jointed complete with collars complete all as specified and directed.
50
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M&L for cement concrete 1:3:6 type C-2 (using 40mm graded stone aggregate) concrete bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested; for 300mm bore pipe including demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, PCC bad and haunching, complete all as specified and directed.
50
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M&L for reinforced concrete pipes 450mm bore class NP-3, laid and jointed complete with collars, including demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified and directed.
12
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M&L for soil stabilization of 150 mm sub grade soil by uniform mixing of cement OPC 43 grade/lime/other additive@ 5% cement by weight of soil (Percentage of cement/additives for estimation purposes only type of additive and, percentage required fo blending to be given in mix design). Item will include pulverization of soil, spreading of additive, blending mix by tractor towed rotovator, addition of water/ drying of mix to required moisture content and compaction using suitable vibratory roller to required 95% Maximum Dry Density. Provisions of IRC SP:89-2010 be referred to for this item
225
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S&F for 40mm thick pre-formed filler for expansion joints of bldg including racking out of old filler board of the existing joints by special tools like racker/cutting blades/machines, joint cleaned thoroughly with application of compressed air and shall be made dry, vaccum cleaned and free of dirt, oil, vegetation and other debris complete all as specified and directed.
37.22
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S&F for 100mm thick pre-formed filler for expansion joints of bldg including racking out of old filler board of the existing joints by special tools like racker/cutting blades/machines joint cleaned thoroughly with application of compressed air and shall be made dry, vaccum cleaned and free of dirt, oil, vegetation and other debris complete all as specified and directed.
4.86
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S&F for 0.71mm thick Plain, Aluminium sheeting, Alloy 31000 H4 in RCC building crumple joints, ridges, hips, valley gutter, drip and straight flashing (length and girth as fixed) fixed with stainless steel nails one side fixed and other side with slotted holes including dismantling of old sheet complete all as specified and directed.
20.04
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M&L for formwork to sides of flat rough finished surfaces of concrete foundations, footings, bases of columns, columns, beams, slabs, roof slab, lintel, chajjas and similar work; (leak proof type) vertical, horizointal or to batter complete all as specified and directed.
22.5
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S&F for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
687.6
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S&F for Mild steel TMT bars 6 to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
400
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S&F for Mild steel TMT bars but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
(Note : Aditional Reinforcement: In the case of the shear relnforcement also,
if the diameter of the rebars are reduced, provide 8mm dia stirrups In the form of 7 "U" shaped bars. Tie them properly so that it has a tight contact
with the main bars.)
250
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M&L for Chipping of 50mm average thickness unsound/weak concrete material from slabs, beams, columns, footings etc. and plaster with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts complete all as specified and directed.
80
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M&L for Cleaning & applying rust remover on in two coats over rusted reinforcement surface of RCC members and providing anti corrosive coating with two component epoxy based zinc rich primer/Rust passivation Inhibitor coat at the rate of 2-3 sq. mtr/ltr not less than 50 microns dft to reinforcement surface as per manufacturer’s instructions including all machinery, tools tackles and clearing of debris complete all as specified and directed.
(Note : Entire Exposed surface of RCC members after chipping shall be measured and paid.)
80
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S&F of new steel or rebars by drilling holes with 10 mm to 25mm dia and 100 to 200mm deep/wide as per IS code of 10D formula and filling the holes after inserting of reinforcement dia 8 to 16mm for anchoring at ends/shear connector and filled the holes with one or two component styrene free vinylester resin anchor or two components, styrene & cement free epoxy- acrylate fixing and anchoring compound ( having the technical parameters mentioned in material specifications) using standard sealant applicator gun after drilling holes of required diameter at required locations, for holding / fixing / placing in position the steel mesh reinforcement at desired level/ stretching complete all as specified and directed. (Note : Steel/reinforcement shall be paid and measured separately) .
170
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M&L for providing Micro concrete M-50 (Minimum grade) at the rate of 25kg per 0.0125 m3 with 20% properly graded 5mm to 10mm silt free aggregate as per manufacturer instructions and mixing concrete with mechanically electrically operated mixer machine, including all necessary scafolding if required complete all as specified and directed.
5.4
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M&L for Epoxy Bonding Agent suitable for bonding new to old concrete, bricks and steel components, bricks, tiles etc after the prepration of old concrete/RCC surface by cleaning and removing of dust, dirt, loose particles, laitance etc by wire brushing, scrapping and washing with water all as per manufacturer's instructions complete all as specified and directed.
32.5
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S&F for heavy duty false work of any height like composite steel section erecting for temporary supports with adjustable arrangement to the structural members like beams, columns, slabs in horozointal or vertical directions etc. to relieve the load on the members during breaking of damaged concrete, removal guniting, excavation or any dismantling work and removed after work complete all as specified and directed. Note : These supports shall be provided either in the form of props or trestles fabricated using structural steel as per the site requirements complete and all as specified & directed.
55
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S&F for MS props of any height, erecting for temporary supports with adjustable arrangement to the structural members like beams, columns, slabs in vertical directions etc. to relieve the load on the members during breaking of damaged concrete, removal guniting, excavation or any dismantling work and removed after work complete all as specified and directed.
Note : These supports shall be provided either in the form of props or trestles fabricated using structural steel as per the site requirements complete and all as specified & directed.
55
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