Military Engineer Services Tender
View complete overview of Chandigarh MES Tender
Military Engineer Services - MES Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date8 Oct 2024
Closing Date29 Oct 2024
Tender Amount₹ 1,04,95,000
Costs
EMD
₹ 1,79,950Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_MES_667573_2Bid Award Id
ViewTender No
CWE/CHD-59/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Taking down cement or cement lime plaster on brick or stone walls etc incl raking out joints, hacking for key scrubbing down with water etc. complete all as specified and as directed by Engineer-in-Charge.
725
-
-
M&L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces, finished the surface even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.
1130
-
-
Demolition of reinforced cement concrete in any position not otherwise specifically provided for and removing rubbish out of MD land complete all as specified and as directed by Engineer-in-Charge.
4
-
-
Demolition of Concrete of any description and in any position not otherwise specifically provided for and removing rubbish out of MD land complete all as specified and as directed by Engineer-in-Charge.
15.75
-
-
M&L for excavating in trenches in soft/ loose soil, not exceeding 1.5 m wide and not exceeding 1.5 m in depth, for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, etc not exceeding 10 sqm on plan and getting out complete all as specified and as directed by Engineer-in-Charge.
78
-
-
M&L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregates) as in foundation, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge.
20.5
-
-
M&L for PCC 1:2:4, Type B-2 (Using 40 mm graded stone aggregates) as in surface channels & drains complete all as specified and as directed by Engineer-in-Charge.
10
-
-
M&L for PCC 1:3:6, type C-1 (using 20 mm graded stone aggregates) as in cills, steps, bands, copings, bed plates, blocks for inserting hold fasts, hunching etc. and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by Engineer-in-Charge.
5.75
-
-
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc complete all as specified and as directed by Engineer-in-Charge.
150.18
-
-
Desilting of existing drains of any size and taking out all debris, garbage or any solid/ foreign materials from inside the drain including removal of shrubs, bushes, vegetations, etc. along both sides of the drain complete including removing the debris/ sludge outside of MD land to a distance exceeding 250 meters and not exceeding 500 meters complete all as specified and as directed by Engineer-in-Charge.
25
-
-
Returning filling in, including spreading leveling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and as directed by Engineer-in-Charge.
18
-
-
Removing excavated material (soil) not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed by Engineer-in-Charge.
60
-
-
M&L for Precast reinforced cement concrete as in cover slab 1:2:4, type B-1 (using 20 mm graded stone aggregates) set in cement mortar 1:4 over drains/ ducts size of drain/ ducts covers order as required at site complete all as specified and directed by Engineer-in-Charge.
4
-
-
M&L for mild steel TMT bars, 10 mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping for column, hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-Charge.
345
-
-
Demolition and breaking up drain pipes, 450mm bore (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified and directed by Engineer-in-Charge.
10
-
-
M&L for Reinforced concrete pipes, class NP-2, 450 mm bore, laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge.
10
-
-
Demolition of lime/ cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge.
200
-
-
M&L for 75 mm thick PCC 1:4:8 type D-2 (using 40 mm graded stone aggregates) as in sub base finishing the surfaces even and rough complete all as specified and directed by Engineer-in-Charge.
2385
-
-
Supply and fixing factory made, rubber moulded machine pressed pre polished coloured chequered cement concrete tiles of size 300 mm x 300 mm x 25 mm thick, set, jointed and pointed in neat cement slurry with grey cement and pigments to match the colour of tiles, glossy finish, laid over and including 15 mm thick screed bed in cement mortar 1:6, complete all as specified and directed by Engineer-in-charge.
175
-
-
M&L for Machine pressed Precast coloured concrete paver block of 60 mm thickness, M-35 grade, with grey cement and pigment, glossy finish on top conforming to IS 15658-2006, with approved colour, design and pattern as in footpath, parks, lawns, drive ways or light traffic parking etc, made by table vibratary method using PU mould, laid over compacted bed of fine sand after compacting sand bedding layer through vibratory compaction by using plate vibarator, filling the joints with fine sand, finishing and sweeping extra sand complete all as specified and directed by Engineer-in-Charge. Note: Sand will be measured and paid separately.
870
-
-
M&L for Machine pressed Precast coloured concrete paver block of 80 mm thickness, M-40 grade, with grey cement and pigment, glossy finish on top conforming to IS 15658-2006, with approved colour, design and pattern as in footpath, parks, lawns, drive ways or light traffic parking etc, made by table vibratary method using PU mould, laid over compacted bed of fine sand after compacting sand bedding layer through vibratory compaction by using plate vibarator, filling the joints with fine sand, finishing and sweeping extra sand complete all as specified and directed by Engineer-in-Charge. Note: Sand will be measured and paid separately.
1515
-
-
Material and labour for sand filling under interlocking paver blocks including watering and consolidation complete all as specified and directed by Engineer-in-Charge.
119.25
-
-
Material and labour for 25 mm thick PCC 1:2:4, type B-O (using 12.5 mm graded stone aggregates), as in leveling concrete in floor finished even & rough complete all as specified and directed by Engineer-in-Charge.
420
-
-
Material and labour 1st quality vitrified parking tiles of approved shade, of size 300 mm x 300 mm x 10 mm thick as in floors / path etc, set & jointed in neat cement slurry over and including 15 mm thick screed bed in CM 1:6 & pointed in matching coloured polymer cement based grout to match complete all as specified by Engineer-in-charge.
245
-
-
M&L for cement concrete 1:2:4, type B-2 (using 40 mm graded stone aggregates) 100 mm thick in flooring finished even and smooth without using extra cement including Spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified and directed by Engineer-in-Charge.
110
-
-
Dismantling fencing posts or struts (wood, steel or RCC.) any section, complete all as specified including taking out embedded portion and making good disturbed ground complete all as specified and directed by Engineer-in-Charge.
1080
-
-
M&L for excavating in post holes (or similar holes) each not exceeding 0.5 cum, in Hard/ dense soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm complete all as specified and directed by Engineer-in-Charge.
763
-
-
M&L for Plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregates) as in foundation filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
102.5
-
-
M&L for Mild steel Works as in post or struts in fencing, including cutting tops to shape as directed and drilling holes, notching for wire, etc. inluding 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 directed by Engineer-in-Charge.
5298
-
-
Supply only chain link MS galvanised fencing of size 50mmx50mm and thickness of wire 2.50mm complete all as specified and directed by Engineer-in-Charge.
7560
-
-
Dismantling fencing wire mesh, any type, complete all as specified and directed by Engineer-in-Charge.
2160
-
-
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 complete all as specified and directed by Engineer-in-Charge.
2160
-
-
S&F mild steel round bars 10 mm dia and over, as in line wire for chain link fencing and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc conforming to Fe 290, Gde E-165 complete all as specified and directed by Engineer-in-Charge.
1999
-
-
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, exc 5 cm but not exc 10 cm long with dia of shank 5 to 10 mm etc complete all as specified and directed by Engineer-in-Charge.
198
-
-
S&F galvanised, 2 strands, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. (each line wire to be measured) including taking down old barbed of any and dia complete all as specified and directed by Engineer-in-Charge.
10
-
-
M&L for preparation of new steel or iron surfaces exceeding 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.
537
-
-
M&L for Brickwork with sub class 'B' bricks (old size bricks),straight or curved on plan to any radius in half brick thick walls in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.
25
-
-
M&L for preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified and directed by Engineer-in-Charge.
580
-
-
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-Charge.
36.5
-
-
M&L for Mild steel framed work as in doors or gates of angle or other section with gusset plates, rail 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 290 Gde E-165 complete all as specified and directed by Engineer-in-Charge.
2800
-
-
M&L mild steel work in 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 conforming to Fe 290 Gde E-165 complete all as specified and directed by Engineer-in-Charge.
850
-
-
S&F 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 (1 cement : 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 all as specified and directed by Engineer-in-Charge.
48
-
-
M&L for providing precast cement concrete louvres and jallies, 1:2:4, Type B-0 (using 12.5 mm graded stone aggregate), 35 mm thick (measured solid) including all mouldings but excluding frame, set in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.
20
-
-
Dismantling of trellis work (Jafari)/ Fibre sheeting/ fencing work in walls including taking as under of batterns in trellies (post and rails measured seperately) complete all as specified and directed by Engineer-in-Charge.
2175
-
-
M&L for 2 mm thick Fibre glass reinforced translucent plain sheeting, fixed with coach screws and washer in roof, wall etc complete all as specified and directed by Engineer-in-Charge.
2175
-
-
S&F Steel tubular section/ Hollow Steel Section of any size and shape including special shaped washer fixing in any position etc. complete using ERW or induction butt welded tubes/ Hollow Steel Section conforming to relevant IS complete all as specified and directed by Engineer-in-Charge.
15280
-
-
Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof covering complete all as specified and directed by Engineer-in-Charge.
245
-
-
S&F of pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws and washers complete all as specified and directed by Engineer-in-Charge.
210
-
-
S&F of pre-painted galvalume aluminium zinc coating GI based plain steel sheet, 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, ridge, valley gutter, fixed with self tapping screws and washers complete all as specified and directed by Engineer-in-Charge.
35
-
-
S&F Rolled Mild steel works in joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20 mm of the length indicated) Fe- 290 Gde E- 165 complete all as specified and directed by Engineer-in-Charge.
480
-
-
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 directed by Engineer-in-Charge.
2.5
-
-
M&L for 20 mm thick granite work, rubbed and polished as in gate piller and like set 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 and including 15 mm thick rendering in CM 1:4 complete all as specified and directed by Engineer-in-Charge.
25
-
-
M&L for preparation of old painted surfaces of walls, pilasters, cornices, etc., of any description and applying one coat of cement base paint, any colour, complete all as specified and directed by Engineer-in-Charge.
1550
-
-
M&L for preparation of old painted steel and iron surfaces by brooming or by steel wire brushing, scrapping down snow soot, moulds, moss and efflorescent salts and treading oil and greasy spots, of any description over 10 cm girth or width not otherwise described and applying one coat of synthetic enamel paint (1st quality) complete all as specified and directed by Engineer-in-Charge.
265
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements