Military Engineer Services Tender
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Costs
EMD
₹ 1,45,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MES_692195_1Tender No
84293/C/E8Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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M&L for Writing letters or figures (Block. Roman, Italic or Indian) n exc. 30 cm high complete all as specified and as directed by the Engineer-in-Charge.
100
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M&L for Chipping of slab/columns/beams/chajjas/parapet/roof projection/balcony/staircase and removing loose mortar with chisel hammer without much impact on concrete surface, clean the surface by sand blasting the surface using river sand with minimum of 6 kg pressure at the nozzle or air blow by electric pressure blower by mechanical compressor, cleaning the exposed reinforcement with wire brushes etc and disposal of debris for all lead and lifts, all complete all as specified and as directed by the Engineer-in-Charge.
400
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M&L for Cleaning & applying rust remover in two coats over rusted reinforcement surface and providing anti corrosive coating with two component epoxy based zinc rich primer/Rust passivation Inhibitor coat at the rate of 6-8 sq. mtr/ltr not less than 50 microns dft with Sika friazinc R or equivalent to reinforcement surface as per manufacturer’s instructions including all scaffolding, machinery, tools tackles and clearing of debris complete all as specified and as directed by the Engineer-in-Charge. Make : SIKA(rustoff100)/STP/Chemsol/Bostik/Choksey/Fosroc as approved by GE.
100
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M&L for rendering 15mm thick 1:6 with mixing of liquid water proofing compound as per manufacturer's instructions on brick work or concrete surfaces of walls etc finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
Note : WPC will be measured and paid separately.
300
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M&L for rendering 15mm thick in cement mortar 1:4 with mixing of liquid water proofing compound as per manufacturer's instructions on fair faces of brick work or concrete surfaces on ceiling finished fair & even without using extra cement complete all as specified and as directed by the Engineer-in-Charge. Note : WPC will be measured and paid separately.
100
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Supply only integral liquid water proofing compound complete all as specified and as directed by the Engineer-in-Charge.
5
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M&L for applying to the damaged concrete portion of slab/ columns/ beams/ chajjas/ parapet / roof projection/ balcony/ staircase with single component, fiber reinforced, dual shrinkage- compensated thixotropic, cementitious ptch repair mortar (having the technical parameters mentioned in material specifications) capable of applying up to 20-25mm thick in double layer initially by hand and finishing with troweled carefully compacting the same around the rebar and finishing to bring it in line with existing concrete surface with an average specified thickness complete all as specified and as directed by the Engineer-in-Charge. Make : Sika monotop 122F /STP/ Chemsol/ Bostik/ Choksey/ Fosroc as approved by GE.
400
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M&L for preparation of newly plastered surfaces of wall and applying three coat of white wash on wall complete all as specified and as directed by the Engineer-in-Charge.
300
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M&L for preparation of newly plastered surfaces of ceiling and applying three coat of white wash on ceiling complete all as specified and as directed by the Engineer-in-Charge.
100
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S&F in repairs steel rolling shutters, 1.00mm thickness of laths without ball bearing, all as specified including top cover, anchoring rod, hasp and staple and including one shop coat of primer, erected in position as indicated, complete push pull or manual type complete all as specified and as directed by the Engineer-in-Charge.
42
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Taking down shutters of any description exc 1sqm but not exc 2.00 sqm each complete all as specified and as directed by the Engineer-in-Charge.
4
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Taking down shutters of any description but exc 2.00 sqm each complete all as specified and as directed by the Engineer-in-Charge.
3
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S&F factory made ISI marked flush door shutters 30mm thick, BWP conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 2nd class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters and complete all as specified and as directed by the Engineer-in-Charge.
5
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S&F factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading and joined together with solvent cement complete all as specified and as directed by the Engineer-in-Charge
4
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M&L for plain sheet glass plain 3mm thick ordinary quality and glazing with oil putty in square n. exc 0.5 Sqm in each pane including hacking out old broken glass (any thickness size quality or description)complete all as specified and as directed by the Engineer-in-Charge.
20
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M & L for pin headed/figured Sheet glass 4mm thick, ordinary quality and glazing with oil putty in square n.exc 0.5 sq. m in each pane, including hacking out old broken glass (any thickness size quality or description) from wooden frames etc glazed with putty or fixed with beads complete all as specified and as directed by the Engineer-in-Charge.
5
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S & F Aluminum anodised bow handle, bearing ISI mark, fabricated type extruded section of 150mm long complete all as specified and as directed by the Engineer-in-Charge.
14
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S&F mild steel butt hinges, medium weight, cold rolled, ISI marked of size100 mm complete all as specified and as directed by the Engineer-in-Charge.
21
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S&F aluminum anodised sliding door bolts of 300mm long with hasp and staple(bolt type) and fixing clips of sheets ,cast or extruded section and fixing bolts and sliding bolts of extruded section or cast aluminium alloy, bearing ISI mark complete all as specified and as directed by the Engineer-in-Charge.
4
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S&F aluminium, anodised, barrel tower bolt of extruded section, ISI marked, 150 mm long complete all as specified and as directed by the Engineer-in-Charge.
10
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S & F in repairs 150 mm over all length floor door stopper, bearing ISI mark, of aluminium alloy body and tongue, anodised with hard drawn steel spring, complete all as specified and as directed by the Engineer-in-Charge.
4
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S&F in repair galvanised mild steel wire cloth of 0.36mm nominal dia of wire and average width of aperture 1.40 mm and fixed with tinned tacks or galvanised wire staples or with wooden beads, stainless steel screws and nuts bolts etc complete all as specified and as directed by the Engineer-in-Charge.
20
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S & F in repairs mild steel window handle of size 125mm long ISI mark complete all as specified and as directed by the Engineer-in-Charge.
10
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S & F in repairs mild steel peg stay 300mm long ISI mark complete all as specified and as directed by the Engineer-in-Charge.
10
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Dismantling of wall and ceiling boards (fibre, pulp, insulation, etc) of any description, any thicknes including cover fillets and frame work etc, complete all as specified and as directed by the Engineer-in-Charge.
110
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S&F solid PVC wall lining consisting of 5mm thick single side prelam PVC sheet inclusive of solvent cement and fixing at site on PVC frame complete all as specified and as directed by the Engineer-in-Charge.
110
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S&F 5mm thick PVC sheet fillet of width 35mm for wall panelling inclusive of fixing on to wall to make PVC frame as per specification and drawing complete all as specified and as directed by the Engineer-in-Charge.
310
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M&L for taking down of Shutters of any description exc 2.00 sqm each and refixing in same opening after doing of necessary repair work such as greasing in hinges, wheels of shutters with other necessary repairs such as repairs/replacement of handles, locking system, hinges, bottom wheels etc whatever accessories are required for smooth functioning of gates and repainting the same of both sides and including applying one coat of synthetic enamel paint complete all as specified and as directed by the Engineer-in-Charge.
Note : - The Rates for greasing in shutters to make Steel shutters fully functional (Opening and closing properly) are included in the item itself . No extra shall be paid for the same, All the accessories required for replacement are included in this item.
7
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Excavating in post holes (or similar holes) each n exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in Soft/loose soil complete all as specified and as directed by the Engineer-in-Charge.
15
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Dismantling of road sign boards at any shape, type, size, sections inclcding taking out embedded portion in PCC/ natural ground and making good complete all as specified and as directed by the Engineer-in-Charge.
15
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M&L for cement concrete (1:3:6) type C-1 using 20mm graded stone aggt as in foundaton, filling, mass concrete and sub floors etc. complete all as specified and as directed by the Engineer-in-Charge.
2
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S&F in repair stainless steel tube of 50mm dia (Grade-304) including welding, jointing complete all as specified and as directed by the Engineer-in-Charge.
50
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S&F in repair stainless steel tube of 40mm dia (Grade-304) including welding, jointing complete all as specified and as directed by the Engineer-in-Charge.
70
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S & Fixed in repair 2mm thick aluminium composite panel sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5mm. The letters approximately covering upto 50% area of the board complete all as specified and as directed by the Engineer-in-Charge.
30
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Demolition of cement concrete un -reinforced in ground floors and pavings n.exc 15cm thickness complete all as specified and as directed by the Engineer-in-Charge.
284.6
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M&L for 100 mm thick cement concrete 1:2:4 type B-2 using 40mm graded stone aggregate as in hard standing finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
920
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M&L for 75 mm thick cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in flooring complete all as specified and as directed by the Engineer-in-Charge.
1025
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M & L for chequered cement concrete tiles 30cm x 30cm x 25mm thick, with admixture of white and grey cement in equal proportion and no pigment jointed and pointed in neat cement slurry in floors ncluding 20mm thick screed bed or bedding layer of CM 1:6 complete all as specified and as directed by the Engineer-in-Charge.
335
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M&L for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed. Note: colour and design as approved by GE
690
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M&L for providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm
thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed by the Engineer-in-Charge. Note: colour and design as approved by GE
480
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M&L for 50 mm thick PCC 1:3:6 type C1 using 20 mm graded crushed stone aggregate as in plinth protection surface finished fair and even complete all as specified. Note :- Plinth protection shall be of width as directed and shall be laid to slope of 1:30 in alternative bays not exceeding 3 meter in length. Joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with bitumen mastic (1:3).
150
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Dismantling, floor, hearth or wall tiling including CM (bedding (but not backing), removing serviceable tiles to store & rubbish off the premises complete all as specified and as directed by the Engineer-in-Charge.
386
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M&L for Glazed ceramic jointless tiles dark shade in vertical surface 450X300X7mm thick,jointless tile set and jointed in neat cement slurry and pointed in white or coloured cement, set in 10mm thick backing coat in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge.
50
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M & L for industrial grade tiles with anti-abrasive, anti-static Premium (1st) quality straight edge, coloured tiles 600 X 600 mm and 20mm thick, as in floors etc. in any pattern of light coloured tiles as in approved shade, set & jointed in neat cement including and over 15mm th screed bed in CM (1:6) and provided with 3mm thick joints accomplished by providing PVC spacers and joints filled with epoxy filling, in floors etc. complete all as specified and as directed by the Engineer-in-Charge.
336
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Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar complete all as specified and as directed by the Engineer-in-Charge. Note : Work will be in patches or in bulk
2
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Granite 20mm thick (of any type) work (table rubbed and polished) in steps, jambs, pillars, window- cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over 20mm thick bedding layer of cement mordat 1:6 complete all as specified and as directed by the Engineer-in-Charge.
20
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M&L for squared rubble walling Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in CM 1:6 including demolition of brickwork or stone/ boulder masonry, built in Cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles etc complete all as specified and as directed by the Engineer-in-Charge.
35
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Extra over stone walling for hammer dressing to face stones with maximum depression on face from straight edge not exc 20mm and dressing face beds and joints as specified to squared rubble walling, Jodhpur type brought upto courses complete all as specified and as directed by the Engineer-in-Charge.
184.21
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M &L Pre-cast cement concrete block type C-1, 1:3:6 20mm graded masonry with solid blocks, exc. 10 cm in width and setting in cement mortar 1:6 including demolition of PCC block masonry, built in Cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles etc complete all as specified and as directed by the Engineer-in-Charge.
71.5
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M&L for rendering 15mm thick in cement mortar 1:6 on stone masonary finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
85
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M&L for rendering 15mm thick 1:6 in cement mortar on brick work or concrete surfaces etc finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
752
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M&L for preparation of new plastered surfaces of wall and applying two coats of cement base paint on wall over a coat of alkali resistant paint complete all as specified and directed by engineer-in-charge.
357
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M&L for 35mm thick precast cement concrete louvres and jallies type C-0 (1:3:6) using 12.5mm graded stone aggregate (measured solid), including all mouldings and frame set in cement mortar 1:4 including dismantling one way Trellis work (Jafri), including taking as under of battens in trelliscomplete all as specified and as directed by the Engineer-in-Charge.
75
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Dismantling of posts or struts (wood, steel or RCC ) any section including taking out embeded portion and making good distrubed ground on concrete , brick work, masonry etc and removing of demolished materials out side MD land complete all as specified and as directed by the Engineer-in-Charge.
1175
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Dismantling wrought iron or mild steel work of any description specifically provided for gates, staircase railings, framed truss, barbed wire fixed to RCC posts for fencing etc complete all as specified and as directed by the Engineer-in-Charge.
13.02
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S&F for Hand rails, half round or other steel 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 by the Engineer-in-Charge.
7250
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Supply only chain link MS galvanised fencing, any size or type complete all as specified and as directed by the Engineer-in-Charge. Note :- This item shall be measured and paid as per actual weight or standard weight as per SSR which ever is less.
4070
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Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails straining bolts, etc including provision of binding wire including dismantling of existing fencing eire mesh of any type complete complete all as specified and as directed by the Engineer-in-Charge.
1850
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S&F mild steel round Bar 10 mm dia cut to length bent to shape as required, for fixing for chain link fencing fixed with nut & bolt as in tie bar complete all as specified and as directed by the Engineer-in-Charge.
2200
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S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 5cm but not.exc 10 cm long, diameter of neck 11 to 15 mm complete all as specified and as directed by the Engineer-in-Charge.
100
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M&L for mild steel framed work as in doors or gates of angle Gde-Fe-290( Gde-E-165) 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 or steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and as directed by the Engineer-in-Charge.
200
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M&L for preparation of new surfaces of steel of any description, over 10 cm in width or girth, not otherwise described and applying two coat of synthetic enamel paint over a coat of red oxide complete all as specified and as directed by the Engineer-in-Charge.
333
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S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheeting, 0.50 mm thick, of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws including Dismantling of plain or corrugated steel sheets in roof coverings any type complete all as specified and as directed by the Engineer-in-Charge.
29
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M&L for precast cement concrete type C1 1:3:6 (using 20mm graded stone aggregate) in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.
6.55
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M&L for Mild steel TMT bars 6mm to 8mm dia 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 complete all as specified and as directed by the Engineer-in-Charge. Note : Additional Reinforcement: In the case of the shear reinforcement also, if the diameter of the rebars are reduced, provide 8mm dia stirrups in the form of 2 "U" shaped bars. Tie them properly so that it has a tight contact with the main bars.
406.14
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M&L for hard core broken to stone or boulders for loose filling of gauge exc 40 mm and n exc 80mm filling in floors or pavings complete all as specified and as directed by the Engineer-in-Charge.
10
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S &F mild steel rolled sections Fe-410- W(Gde- E-250) quality- B as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates complete all as specified and as directed by the Engineer-in-Charge.
254
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