Military Engineer Services Tender

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Military Engineer Services - MES Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date18 Dec 2024
Closing Date22 Jan 2025
Tender Amount₹ 5,20,80,000 
Notes
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Costs

Description

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BOQ Items

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Earth work in excavation (Ordinary rock) by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge.

612

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size) complete all as specified and directed.

367

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M&L for random rubble masonry with hard stone in super structure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like cement mortar 1:6 (1 cement : 6 coarse sand) including provision of precast PCC bond stones complete all as specified and directed.

1962

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m complete all as specified and directed.

378

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S&F, PVC (SWR) pipes 110 mm dia in any length for weep holes complete all as specified and directed.

60

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M&L for extra over stone walling for hammer dressing to face stones and dressing or face beds and joints as specified of random rubble walling, uncoursed or brought upto courses 40 mm deep in granite or trap stone complete all as specified and directed.

3784

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M&L for flush pointing to random or polygonal rubble, uncoursed or brought upto courses in CM (1:3) complete all as specified and directed.

3784

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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., upto floor five level, including the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size) complete all as specified and directed.

176

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M&L for rendering 12 mm cement plaster of mix cement mortar 1:4 (1 cement : 4 fine sand) on concrete, brick, stone surface complete all as specified and directed.

681

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M&L for steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (Vi) Thermo-Mechanically Treated bars of grade Fe-500D or more complete all as specified and directed.

2307

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M&L for centering and shuttering including strutting, propping etc, and removal of form for foundations, footings, bases of columns, etc. for mass concrete complete all as specified and directed.

34

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M&L for centering and shuttering including strutting, propping etc, and removal of form for Columns, Pillars Piers, Abutments, Posts and Struts complete all as specified and directed.

56

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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-Charge; for the following grades of concrete.

7

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Concrete of M25 grade with minimum cement content of 300 kg/cum, for upto plinth level complete all as specified and directed.

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Supplying and fixing at site angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia etc, complete all as specified and directed.

76188

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M&L for steel work welded in built up sections / framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works complete all as specified and directed.

4417

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Providing and fixing, made of out G.I. wire of dia 4 mm, G.I. chain link fabric fencing of required width in mesh size 50 x 50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-Charge.

6300

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M&L for finishing walls with Acrylic Smooth exterior paint of required shade: New work (two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete all as specified and directed.

2991

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M&L for finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Painting steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coats applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture complete all as specified and directed.

2684

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Dismantling and stacking within 50 m lead, fencing posts or struts including all earth work and dismantling of concrete etc, in base of 'T' or 'L' iron or pipe complete all as specified and directed.

900

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Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 m lead complete all as specified and directed.

700

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Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 m lead complete all as specified and directed.

1172

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Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-Charge with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (cost of M.S. angle, C.C. blocks shall be paid separately) complete all as specified and directed.

3500

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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and work ability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-Charge; for the following grades of concrete. Concrete of M25 grade with minimum cement content of 300 kg/cum for above plinth level complete all as specified and directed.

33

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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m in all kinds of soil as directed by Engineer-in-Charge.

5800

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Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density with material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25 complete as per specifications and directions of Engineer-in-Charge.

240

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M&L for PCC 1:4:8 (1 cement : 4 manufactured) sand derived from derived from natural sources Concrete Aggregate : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate complete all as specified and directed.

660

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M&L for cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete all as specified and directed.

240

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M&L for 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 5mm) including making drainage opening wherever required complete etc, as per direction of Engineer-in-Charge (length of finished kerb edging shall be measured for payment) (Precast C.C. kerb stone shall be approved by Engineer-in-Charge).

252

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M&L for providing and laying factory made chamfered edge cement concrete paver blocks 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 50mm thick compacted bed of 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern complete all as specified and directed.

4200

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M&L for scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity complete all as specified and directed.

2000

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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density complete all as specified and directed.

300

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M&L for providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. Note: 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

250

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M&L for painting road surface providing and applying 2.5 mm thick road marking strips (retro reflective) of specified shade / colour using hot thermoplastic material by fully / semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, accordance with applicable specifications complete as per direction of Engineer-in-Charge.

700

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M&L for providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : on bituminous surface @ 0.50 Kg / sqm complete all as specified and directed.

11200

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M&L for providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : on W.B.M. @ 0.75 Kg / sqm complete all as specified and directed.

2000

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M&L for providing and laying semi-dense bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 30 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in batch type hot mix plant of 100-120 TPH capacity.

11200

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M&L for providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements using grade 'A' sealing compound conforming to IS: 1834 complete all as per direction of the Engineer-in-Charge.

1140

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Demolishing cement nominal concrete 1:4:8 or leaner mix (including equivalent design mix) manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-Charge.

480

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