Tender For App A- Engine Shed,Sluice Strengthening Of Bund At Thiruthummal, Vcb,Engine Shed At Alappuram Kothodu, Engine Shed And Sluice At Koolanpuncha Deepening Kundankuzhy
Tender Value
1.21 Crore
Estimated cost
Bid Submission
02 Nov 2026
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
6195
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Malappuram → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for App A- Engine Shed,Sluice Strengthening Of Bund At Thiruthummal, Vcb,Engine Shed At Alappuram Kothodu, Engine Shed And Sluice At Koolanpuncha Deepening Kundankuzhy
BOQ
| Sl. No. | Item Description |
| 1 | Appendix A-Engine shed, Sluice and Strengthening of bund at Thiruthummal,VCB, Engine Shed at Alappuram Kothodu, Engine Shed andSluice at Koolanpuncha & Deepening at Kundankuzhy |
| 2 | 60.2.3Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water withengine and pump set above 5HP and up to 10HP, including conveyance to site anderection,cost of fuel, lubrication oil and other stores, pay of staff etc complete |
| 3 | 60.1.1RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width,1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at0.6m apart and filled in between with puddle clay to form bund for an average height2.00m including labour dismantling the bund after completion of the work etc.complete. |
| 4 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 5 | 2.26.1Extra for every additional lift 1.5 m or part there of in excavation / banking excavatedor stacked materials.All kinds of soil |
| 6 | 4.3.1Centering and shuttering including strutting, propping etc. and removal of form workfor:Foundations, footings, bases for columns |
| 7 | 60.64.1Coconut Pile - Supplying and stacking well matured straight coconut post for drivingdown throug various strata bellow bed level including cost coveyance labour chargesetc complete. |
| 8 | OD76967/2025-2026:Coconut Pile-Driving down coconut piles to line and levels through soft to mediumclay soil strata including all the hire charges and labour and all other appliancesnecessary for pile drivingdown after pointing the bottom end.Details for one post 6mlong 15 numbers per day 6x15=90m details for 90m length. |
| 9 | 5.1.2Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 10 | 5.1.3Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 11 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 12 | 51.2.3Filling with Quarry Muck Filling up low lying and water logged areas with localmaterial/ quarry muck, spreading in layers, leveling the top at site and consolidationby ramming, etc complete for improving the CBR value of subgrade |
| 13 | 4.1.3Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarsesand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 14 | 4.1.6Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 15 | 4.1.8Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 16 | 4.3.2Centering and shuttering including strutting, propping etc. and removal of form workfor:Retaining walls, return walls, (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 17 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 18 | 5.18.1Providing precast cement concrete jali 1:2:4 ( 1 cement : 2 coarse sand : 4 gradedstone aggregate 6 mm nominal size) reinforced with 1.6 mm dia mild steel wireincluding centering and shuttering, roughening cleaning, fixing and finishing incement mortar 1:3 (1 cement : 3 fine sand ) etc. complete excluding plastering of thejambs, sills and soffits.50 mm thick |
| 19 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 20 | 60.63.1FRP SHUTTERS - Supplying and fixing FRP Channels of \\"C\\" profile and sill beamsize 100x100x100 mm with flange of 50 to 75mm depth in the grooves alreadyarranged and as per the direction of departmental .officers. |
| 21 | 60.63.2FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with standthe design and max water pressure as prescribed by the departmental officer andinstalling the FRP channels provided in the grooves already arranged and as per thedirection of departmental .officers. |
| 22 | 10.2Structural steel work riveted, bolted or welded in built up sections, trusses and framedwork, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. |
| 23 | 10.5.1Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angleiron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittingscomplete, including applying a priming coat of approved steel primer.Using M.S.angels 40x40x6 mm for diagonal braces |
| 24 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 25 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 26 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 27 | OD76966/2025-2026Supplying and filling at site with contractor's own earth suitable for fillingbrought from outside, levelling at top at site and banking in layers not exceeding 20cm in depth, breaking clods, watering, ramming and dressing up in embarkments forbunds, roads, flood banks, marginal banks and guide banks or filling up grounddepressions and as per the direction of officers at site, etc. complete |
| 28 | 5.9.21Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mmthick. |
| 29 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts |
| 30 | 50.6.2.1Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cmor nearest available size confirming to IS 2185 part I of 1979 for foundation andplinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 31 | 12.50Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coatedthickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade,5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18microns. Sheet should have protective guard film of 25 microns minimum to avoidscratches during transportation and should be supplied in single length upto 12 metreor as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/selftapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch inhorizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters andtrusses and including cutting to size and shape wherever required. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayNov 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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