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Costs
EMD
₹ 1,12,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Cwe/chm-116/2024-25 Repair To Hard Standing, Path, Fencing And Boundary
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
2025_MES_703548_1Tender No
CWE/CHM-116/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Demolition of Stone slabs/ tiles of any description or any thickness in floors, aprons etc. Laid, bedded & pointed in any mortar complete all as specified and as directed by Engineer-in-Charge.
33
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Demolition of plain cement concrete (unreinforced) of any description and in any position complete all as specified and as directed by Engineer-in-Charge.
67
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Excavating in post holes (or similar holes) each n exc 0.5 cu.m in hard dense soil, getting out complete all as specified and as directed by Engineer-in-Charge.
380
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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 complete all as specified and as directed by Engineer-in-Charge.
3100
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Supply only chain link fencing of any type and size, dia not exceeding 4.00 mm, galvanized steel wire (weight not more than 2 kg per sqm), size of mesh as approved by complete all as specified and directed. Note:
(i) Unit weight of chain link fencing shall be derived as per site through a BOO appointed by GE in presence of Contractor's authorised rep and shall be kept in record.
5100
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Supply only PVC coated chain link fencing of galvanized steel wire (weight not more than 4 kg per sqm), size of mesh and wire as approved complete all as specified and as directed by Engineer-in-Charge. Note: Unit weight of chain link fencing shall be derived as per site through a BOO appointed by GE in presence of Contractor's authorised rep and shall be kept in record.
2500
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Material and Labour for mild steel work as in 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 embedding 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 Engineer-in-Charge.
18800
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Supply and fixing of Framed work Fe-410-W (Gde E-250) quality B 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 complete all as specified and as directed by Engineer-in-Charge.
2800
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Supply and fixing 1.60 mm thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and as directed by Engineer-in-Charge.
50
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Supply Only Mild steel round bars 10 mm dia and over, cut to length, fixed as in line wire to chain link fencing along the length as required complete all as specified and as directed by Engineer-in-Charge.
1500
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Supply & fixing in repairs galvanised, 2 strand, 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. complete all as specified and as directed by Engineer-in-Charge.
3.5
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Restraining & resecuring including making good staples etc. Galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings & straining, fixing to any type of standard rails straining bolts, including securing or tying at crossing with & provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured separately) complete all as specified and as directed by Engineer-in-Charge.
2
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Supply and fixing mild steel screw bolt (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 not exc 5 cm long, diameter of shank/ neck 05-10 mm, complete all as specified and as directed by Engineer-in-Charge.
150
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S&F in repairs 2 mm Fibre glass reinforced translucent plain coloured sheeting fixed with coach screws and washer in roof, wall, fencing etc including dismantling complete all as specified and as directed by Engineer-in-Charge.
542
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Material and labour for preparation of new steel surfaces of any description exceeding 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat red oxide primer complete all as specified and as directed by Engineer-in-Charge.
400
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Material and labour for preparation of steel or iron surfaces of any description not exceeding 10 cm width or girth when unconnected with other painting or when painted in a different tint complete all as specified and as directed by Engineer-in-Charge.
40
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Excavating in trenches in soft/ loose soil not exceeding 1.5 metre wide & not exceeding 1.5 metre depth for foundation etc shaft, wells, cesspits, pier holes etc not exceeding 10 sqm on plan & getting out complete all as specified and as directed by Engineer-in-Charge.
10
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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/ loose soil complete all as specified and as directed by Engineer-in-Charge.
6
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Removing excavated soil to a distance not exceeding 50 meter and depositing at level not exceeding 1.5 metre from the starting point complete all as specified and as directed by Engineer-in-Charge.
4
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Material and Labour for PCC 1:4:8, type D-2 (using 40 mm graded crushed stone aggregates) as in foundation, filling and mass concrete complete all as specified and as directed by Engineer-in-Charge.
10
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Material and Labour for PCC 1:3:6, type C-2 (using 40 mm graded crushed stone aggregates) as in foundation for fencing posts, complete all as specified and as directed by Engineer-in-Charge.
52
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Demolition of brick work built in cement mortar including all quoins, arches, pillars etc including disposal of demolished material not exceeding 1.50 km complete all as specified and as directed by Engineer-in-Charge.
80
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Material and labour for brick work with sub class ‘B’ bricks (old size bricks), straight or curved on plan exc 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge.
65
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All as per serial item No 26.00 here-in-before but except bricks (using old serviceable bricks obtained from ser item No 25.00 here-in-above) complete all as specified and as directed by Engineer-in-Charge.
15
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Taking down cement plaster from brick walls or concrete surfaces including raking out joints, hacking out for key, scrubbing down with water and removing rubbish etc. complete all as specified and as directed by Engineer-in-Charge.
1000
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Material and Labour for Rendering 15 mm thick in CM 1:4 on fair faces of brick walls finished even and fair without using extra cement complete all as specified and as directed by Engineer-in-Charge.
1250
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Material and labour for preparation of old decorated surfaces of walls of any description and applying one coat of exterior acrylic emulsion paint, complete all as specified and as directed by Engineer-in-Charge.
800
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Material and Labour for preparation of of wall surfaces of any description and applying two coats of premium acrylic emulsion exterior paint of required shade (company depot tinted) over a coat of exterior primer complete all as specified and directed by Engineer–in-Charge.
600
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Material and Labour for Preparation of old decorated wall surfaces of any description and applying one coat of cement base paint complete all as specified and as directed by Engineer-in-Charge.
700
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Material and Labour for Preparation of newly plastered surfaces and applying two coats of cement base paint complete all as specified and as directed by Engineer-in-Charge.
650
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Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 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 Engineer-in-charge.
289
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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 Engineer-in-charge.
611
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S&F factory made rubber moulded coloured chequered cement concrete tiles 250 mm x 250 mm x 22-25 mm thick (with grey cement and pigments), set, jointed and pointed in neat cement slurry with grey cement and pigment to match the colour of tiles, laid over and including 15 mm thick screed bed in cement mortar 1:6 complete all as specified and as directed by Engineer-in-charge.
286
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S&F Exterior grade, coloured, non skid porcelain tiles (Parking tiles), heavy duty of size 300 mm x 300 mm x 9-10 mm as in floor, set and jointed in neat slurry and pointed in coloured cement to match the colour of tiles over and including screed bed or bedding layer of 15 mm thick in cement mortar 1:6, complete all as specified and as directed by Engineer-in-charge.
120
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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 as directed by Engineer-in-charge.
3.8
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Material and Labour for preparation of new concrete surfaces exc 10 cm in width or girth and appplying two coats of synthetic enamel paint over a coat of primer complete all as specified and as directed by Engineer-in-charge.
30
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Material and Labour for 20 mm thick Granite (of any type) work (table rubbed and polished) on vertical surface over and including 15 mm thick rendering in cement mortar 1:3 and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and as directed by Engineer-in-charge.
70
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Material and Labour for PCC 1:2:4, type B-1 (using 20 mm graded crushed stone aggregates) as in coping including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed by Engineer-in-charge.
3
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