Tender For Construction Of New Scrap Storage Shed At Milma Palakkad Dairy
Tender Value
25 Lakhs
Estimated cost
Bid Submission
29 Aug 2026
19 days left
EMD
50000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Palakkad → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of New Scrap Storage Shed At Milma Palakkad Dairy
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within the dairy premises. All kinds of soil. |
| 2 | DSR 2.26.1: Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil. |
| 3 | DSR 2.25: Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 4 | 60.2.1: EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 5 | 51.2.3: Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade. |
| 6 | 60.7.2: DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. |
| 7 | DSR 4.1.8: 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 : 8 graded stone aggregate 40 nominal size). |
| 8 | DSR 4.1.5: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 9 | DSR 5.1.2: Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size. |
| 10 | DSR 5.2.2: Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 11 | Centering and shuttering including strutting, etc. and removal of formwork for concrete elements in all sizes, shapes and direction including necessary staging, scaffolding etc. upto highest plinth level. |
| 12 | Centering and shuttering including strutting, etc. and removal of formwork for concrete elements in all sizes, shapes and direction including necessary staging, scaffolding etc. above plinth upto 2nd floor level. |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto all heights. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 14 | 50.6.1.4: Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete. |
| 15 | 50.6.1.5: Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level thickness 20cm and above in : CM 1:6 ( 1 cement : 6 coarse sand sand) etc complete |
| 16 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) including mesh at junctions wherever required. |
| 17 | DSR 13.48.1: Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm. |
| 18 | Supply, fabricate and erect in position MS tubular sections (round, square or rectangular hollow tubes etc.) for trusses, purlins, girder, column, rafters, struts, wind ties, floor tile beam, structural members for strew box, side cladding, platform etc. as per design including bolting, welding in rolled steel sections and plates with all necessary nuts, bolts, riverts, gusset, plates etc. complete including painting with two coat of epoxy primer(MRF or equivallant) and 2 coat of epoxy paint (MRF or equivallant) finished to even shade as per technical specifications. |
| 19 | Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying 2 coats of approved epoxy enamel primer and 2 coats of approved epoxy enamel paint, including welding and bolted with special shaped washers etc. complete |
| 20 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying two coat epoxy primer and two coat epoxy paint (MRF or equivalant) using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates, doors, grill and similar works including use of chequered plate and MS sheet wherever required. |
| 21 | Providing and fixing precoated galvalume profile sheets (TATA durashine or equivalent, size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%) total coated thickness with AZ-150 to AZ-200 (150 g/m² to 200 g/m²) as per IS: 277, in 550 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 22 | Providing and fixing precoated galvalume sheet (TATA durashine or equivalent) roofing accessories 0.50 mm (+ 0.05%) total coated thickness, AZ-150 to AZ-200 (150 g/m² to 200 g/m²) as per IS: 277, in 550 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete: Ridges plain (500-600 mm). |
| 23 | Providing and fixing Rigid PVC 110 mm diameter 4kg/sqcm rain water pipes conforming to IS :13592, including clamping to the wall in 1.00m gap all complete as per the direction of engineer in charge. |
| 24 | Providing and fixing 160 mm square type uPVC rain water gutter of approved make (Euroguard or Aquastar) inclusive all fittings, accessories, clamps, nut, bolt, washers, stopper, drop, labour etc complete. |
| 25 | Providing & fixing G.I welded mesh having 15mmx 15mm square size openings with 1.5 mm dia thickness wire including a coat of epoxy primer and two coat of epoxy paint. |
| 26 | DSR 16.1: Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 27 | DSR 16.78.1: 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, complete as per specifications and directions of Engineer-in- Charge. With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 |
| 28 | DSR 16.91.2: 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. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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