Irrigation Department Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 5,515Tender Fee
Refer Documents
Summary
G E N E R A L S U L T H A N C A N A L Reconstruction Of Right Bank Side Protection Of Sulthan Canal On North And South Side Of Chinaclay Thodu For A Length Of 130.00m
Description
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Contact
Tender Id
2024_Irrig_641763_1Tender No
IRR/IA/TR/100/2022_5_8_7/1Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://http://www.irrigation.kerala.gov.in/
GEM & Bid Advisory Services
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BOQ Items
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
78.22
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60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
72
-
-
OD32789/2022-2023:Demolishing/chipping cement concrete manually / by mechanical means without damaging the piles including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix ( OD based on DSR15.2.1)
2.48
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-
15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
121.05
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-
2.6.1:Earth work in excavation 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
456.56
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-
OD27779/2023-2024:Earth work in excavation 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil FOR ADDITINAL first lift (based on 2.6.1 and 2.26.1)
325
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-
OD27778/2023-2024:Earth work in excavation 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil .For additional second lift (based on 2.6.1 and 2.26.1)
65
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-
OD32791/2022-2023:Providing and conveying Pre-cast reinforced cement concrete piles of specified size in M-30 cement concrete to carry safe working load not less than specified,including centering,shuttering,and grooving etc.complete but excluding the cost of steel reinforcement.(Length of pile for payment shall be measured from top of the shoe to the bottom of the pile cap) 45x45 cm size with 12cmx12cm x3.5m groove on two sides Details of cost for 20m length of pile.(Based on DSR 20.5.1)
768
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-
OD32792/2022-2023:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work up to plinth level (OD based on 5.33.1 & 5.34.1)
2.89
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-
OD22484/2023-2024:Driving and installing Pre-cast reinforced cement concrete piles of specified size in M30 cement concrete to carry safe working load not less than specified in lines and levels etc. complete ( based on DSR 20.5.1 ) Size of pile 45cmx 45cm size with 12cmx12cm x3.5 m groove on two sides .
571.2
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OD32796/2022-2023:Providing, conveying, hoisting and fixing up to floor five level, precast reinforced cement concrete in slabs including cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement, with machine batched and machine mixed design mix M-30 grade cement concrete (based on DSR 5.16 )For precast slab-- 1.25 x 0.50 x0.1 m ( As per TS canal estimate)
39.81
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-
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
9.16
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OD22240/2023-2024:Providing and Laying PET Biaxial GEOGRID of 100 KN/m ,Knitted and polymer coated polyester biaxial Geogrid ,BIS and CE certified for basal reinforcement indigenously manufactured from selected high tenacity polyester yarn .Requirement of geogrid strength in both direction and granular fill.. The Geogrid shall be BIS certified ,TGB100 or equivalent for reinforcement application to subgrade ,unbound subbase/base courses and soil stabiliZation ,etc. complete .(Specification :MORTH Section 700)
2017.5
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OD22229/2023-2024:Providing and laying GEOCELL 356X200 a three dimensional honeycomb like cellular confinement system having weld spacing 356 mm and cell depth 200mm ,indigenously manufactured by blend of various polyethelene and additives , polyethylene strips utrasonically welded consists of a multiple rhomboidal indentations over the entire strip .The Geo Cell shall be BIS Certified and CE certified, TCL 356X200 or equivalent shall be placed on the prepared subgrade for subgrade stabilization by reinforcement and drainage application for roads ,ground improvement work and erosion control of slopes etc. complete.(Specification Morth Section -700)
269
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-
2.3.1:Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m :All kinds of soil
608.55
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-
OD25568/2023-2024:Supplying and stacking at site.20 mm size stone aggregate in standard heaps for premeasurement including cost and conveyance of all materials all labour charges etc. complete for filling the filter layer (as per DSR 16.3.2)
118.65
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-
OD20665/2023-2024:Filling with filter layer of 20mm aggregate 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 ( Data based on DSR 2.25)
118.65
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-
OD25569/2023-2024:Supplying and stacking at site.40 mm size stone aggregate in standard heaps for premeasurement including cost and conveyance of all materials all labour charges etc. complete for filling the geocell (as per DSR 16.3.2)
55.58
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-
OD21832/2023-2024:Filling 20 cm thick 40 mm agregate as top layer geocell infill 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 (Data based on DSR 2.25)
55.58
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-
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)
15.6
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5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
38.88
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-
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide
20.8
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-
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
36
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-
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
26.29
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-
OD22222/2023-2024:Providing and laying CE marked needle punched and mechanically bonded polypropylene Non-Woven Geotextile ,indigenously manufactured from high quality polypropelene staple fibres ,BIS certified and CE marked ,Techgeo PR20 or equivalent ,on the preparaed subgrade for separation ,drainage and filtration application with necessary overlaps asper drawings etc. complete (Specification -IRC :SP:59-2002 and MORTH Section 700)
1317.75
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-
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
30322.59
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-
OD23168/2023-2024:Galvanised Steel for GI hook and GI longitudinal bar for holding geogrid in place including straightening, cutting, bending, placing in position and binding all complete upto plinth level . Galvanised Thermo - Mechanically Treated bars of grade Fe-500D or more (Data Based on DSR 5.22.6)
2461.01
-
-
OD22260/2023-2024:Putting up bund using driving Ztype MS sheet piles of 8m height (400x185x7.5/8.5 or equivalent -confirming to IS 2314-1986 )on one side to safeguard the landside while executing the canal side wall work ,driving down vertically 4m for ensuring sufficient anchorage and horizontally braced with MS flats and angles wherever necessary and including the dismantling of the driven out sheet pile after completion of work etc. including all labour, hire charges etc. complete and as per the directions of departmental officers at site. (based on DSR 60.65)
387
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-
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
36
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-
60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
760
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-
OD22275/2023-2024:cassurina poles - Supplying cassurina poles for driving down through various strata below bed level of canal for a length of 3m, 30 cm to cm in four rows in front of pile and slab to stabilize the earth including cost of conveyance labour charges etc complete. ( Data based on DSR 60.64.1)
5464
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-
OD22278/2023-2024:Casurrina poles Pile - Driving down casurina poles 30 cm c/c to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end (BASED DSR 60.64.4)
5464
-
-
OD20676/2023-2024:DR PACKING Under foundation with departmental stone- Dry stone packing under foundation with good quality blasted rubble (departmental stone available at site) and labour charges etc. complete as per direction of departmental officers at site. as per DSR 60.7.2)
7.6
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-
OD20677/2023-2024:DR with Departmental. Stone - rubble masonry using departmental rubble in foundation and plinth levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).( BASED ON DSR 60.7.9)
4.1
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-
OD23296/2023-2024: Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3 ( as per morth 8.23.A. )
142.5
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-
OD23518/2023-2024:Providing floating plat form of size 12m x 7m (as per drawing)on pontoon in steel work riveted or bolted in built up section etc., trusses and framed work M.S angle, iron plates, tees etc. straightening cutting, fabricating and hosting including applying one coat iron primer for pontoon including cost of materials, labour charges, mobilisation charges, current charges for welding etc. hire for winch,chain, hook etc. and launching in to the river and all other incidental charges including lighting etc. complete for driving and installing pile and slab in position for canal side protection ( Data based on approved estimate for Malanad Malabar River Cruise Tourism Boat jetties)
134.5
-
-
OD25570/2023-2024:Deepening the canal by earth work in under water excavation by mechanical means (Hydraulic excavator ) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.(Rate as per Item No. 2.6.1 & 2.24.1)
967.98
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-
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
277.89
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-
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