Kerala Irrigation Infrastructure Development Corporation Limited Tender
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Costs
EMD
₹ 5,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for modernizing Water Transport.
Description
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Contact
Tender Id
2018_KIIDC_202877_1Bid Award Id
ViewTender No
KIIDC/ 220/ 2017-18Tender Authority
Kerala Irrigation Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://http://kiidc.kerala.gov.in/
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Documents
BOQ Items
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Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
53024
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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.
504
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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
1200
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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.
2944
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DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
2100
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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
403.08
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
799.2
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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:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
120
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Appendix-B- Branch Thodu in Alappuzha Muncipality-97 NOs-111.14km Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
222280
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Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth
2500
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RING 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 at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.
1783
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Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
8000
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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.
2100
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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
4400
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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.
10902.5
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DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
6492.75
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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
1408
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
3217.5
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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:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
487.5
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Appendix-C-4 nos box bridge across AS Canal and 1 in Smrithivanam RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.
170
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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
1250
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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
1004.289
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Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.
3015
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Coconut Pile - Driving down coconut pile 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
2680
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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.
791.625
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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 : 8 graded stone aggregate 40 nominal size)
169.125
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Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
536.8
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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
522.353
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Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
633.75
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Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
469.05
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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars
62640
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DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
1031.775
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Random rubble masonry with hard stone in superstructure 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)
205.879
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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: 1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
22.5
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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.
1875
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Appendix-D-10 nos Three box bridge across A S Canal 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
3326.086
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RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.
300
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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
2500
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Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.
5220
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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.
1422.651
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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 : 8 graded stone aggregate 40 nominal size)
270.651
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Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
526.8
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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
1301.406
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Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
1190.1
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Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
413.55
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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars
156175.2
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DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
2064.811
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-
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Random rubble masonry with hard stone in superstructure 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)
411.75
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-
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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:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
45
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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.
1312.5
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Appendix E - Canal cleaning works Earth work in ordinary soil for remooving the root zone of small trees of girth up to 30cm. Including rooting out and removal of rubbish(Sl.No.56) {not reusable}
1080
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Cement concrete 1:1.5:3 by using 20mm nominal size broken stones including all hire of formwork, watering, curing for pre cast piles, pre cast slabs casting at contractors own yard etc. complete.- PRECAST PILES
533.741
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Cement concrete 1:1.5:3 by using 20mm nominal size broken stones including all hire of formwork, watering, curing for pre cast piles, pre cast slabs casting at contractors own yard etc. complete. - SLABS
311.85
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Reinforcement for R.C.C work , bent , tied and placed in position using TMT steel including cost and conveyance of materials labour charges etc. complete for pre cast slabs and piles , anchor block, anchor beams, tie beams etc. complete(SI.No.130a)
1060.051
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Hire and labour charges for Ist class country boat with two boat men for arranging working platform during pile driving.
90
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Conveying R.C.C. Piles 300mm square 5.30m length from the place of casting to the site including hire charges of boats , coir ropes, crow bar etc. complete(observed data)
1262
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Conveying , lifting, handling. Hoisting, alining and fixing R.C.C.piles 300mm square, 5.30m length including hire charges of plants , wooden scanlings. Coir ropes, crow bar etc.complete(SI.No.708)
6688
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Driving down R.C.C. piles 300mm square through various strata from the bed level till refusal of monkey weighing not less than two tonnes wth the the aid of pile driving plant , winches , barge and accessories , wire rope etc. including labour, lubricant oil, pay of staff etc, complete.(SI.No.709)
3785
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Chipping and removing the top of the R.C.C.piles to lines and levels carefully without damaging the remaining portion and removing the debris up to the distance of 150m stacking etc. complete.(SI.No.710)
28.958
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Conveying lifting handling hoisting aligning and fixing RCC slab inserting in between piles
4158
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Earth work excavation in ordinary soil and depositing with all leads and lifts etc complete. including neat banking (Sl. No. 56)
442
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Cement concrete 1:1.5:3 by using 20mm nominal size broken stones including all hire of formwork, watering, curing for etc complete for anchor beams
20.25
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Cement concrete 1:1.5:3 by using 20mm nominal size broken stones including all hire of formwork, watering, curing for etc complete for anchor blocks
126.563
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Cement concrete 1:1.5:3 by using 20mm nominal size broken stones including all hire of formwork, watering, curing for etc complete for Tie beams for piles
162
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Reinforcement for R.C.C work , bent , tied and placed in position using TMT steel including cost and conveyance of materials labour charges etc. complete for pre cast slabs and piles , anchor block, anchor beams, tie beams etc. complete(SI.No.130a)
463.22
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Providing anti-corrosive treatment for reinforcement used in R.C.C works including removing dust and cleaning the surface of reinforcement by sand blasting applying one coat inhibiter soltn by preparing the soltn mixing portland cement in the ratio of 600cc inpodex to 1kg of portland cement etc complete including cost and conveyance of all materilas and machineris labour charges etc
1335.81
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Cut earth blanket on top of earthen bund formed {SI No:56,67}
756
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Supplying and providing (Hire charges only) U shaped Hot Rolled Steel Sheet Pile of 5m length having width of 600mm, minimum thickness 10mm, minimum Sectional modulus 625 cm³/m, minimum Moment of Inertia 9670 cm⁴/m and minimum yield stress 355 N/mm² including cost and conveyance of all materials etc complete.All steel sheet piling shall be new and unspliced material throughout. Steel sheet piles shall be of a design that ensures continuous interlock throughout the entire length when in place. Steel sheet piling shall meet the requirements of ASTM A328, (Grade 50) or equivalent. Steel sheet piles required for the PROJECT shall be the type and weight shown on the DRAWINGS. Sheet piling shall be having a weathering finish. Additional length beyond those indicated on the DRAWINGS may be provided for trimming of tops of sheet piling. The interlocks between steel sheet pile sections shall be configured such that the average width of the annular space between all contact points of the interlocks shall be a maximum of 3mm.Steel sheet piles and interlocks shall not have excessive kinks, camber or twist that would prevent the pile from reasonably free sliding to grade. Handling holes shall be provided and there shall be two (2) standard 28.50mm diameter handling holes located 15 cm from one end. Supply shall be inclusive of conveyance of all materials to the department store or places at site indicated by the Engineer-in-charge, hire charges of all machineries, labour charges etc for unloading etc complete. (Sheet piles are used 20times)
747.5
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Driving down steel sheet pile having width of 600 mm, interlocked together and penetrated through soil projecting sheet 2.0m or as directed by department engineers above bed level, including conveyance of all materials from department store/ previously driven spot to site, hire charges of all machineries, labour charges etc complete. All fabricated connections shall be made with the use of angles or bent plates, as necessary, and shall be adequately welded or connected with high strength bolts as accepted by ENGINEER. Piles shall not be subject to damage by impact bending stresses in transporting to and storing piles onsite. Store and handle piles in such a way that corrosion protection coating shall not be damaged. The holes for handling shall be plugged by welding a piece of steel over the hole prior to installing any riprap, backfill or drop structure cap. The plated hole shall be watertight. Steel sheet piling shall be driven to the depths shown on the DRAWINGS. Steel sheet piling shall be assembled before driving and then driven as a continuous wall, progressively in stages tokeep the piles aligned correctly and minimize the danger of breaking the interlock between the sheets. Steel sheet piling shall be driven to form a tight bulkhead. A driving head shall be used and any piling which is damaged in driving or which has broken interlocks between sections shall be pulled and replaced at CONTRACTOR’s expense.
747.5
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Pulling out steel sheet pile having width of 600 mm, interlocked together and penetrated through soil projecting sheet 2.0m or as directed by department engineers above bed level, including conveyance of all materials from department store/ previously driven spot to site, hire charges of all machineries, labour charges etc complete. All fabricated connections shall be made with the use of angles or bent plates, as necessary, and shall be adequately welded or connected with high strength bolts as accepted by ENGINEER. Piles shall not be subject to damage by impact bending stresses in transporting to and storing piles onsite. Store and handle piles in such a way that corrosion protection coating shall not be damaged. The holes for handling shall be plugged by welding a piece of steel over the hole prior to installing any riprap, backfill or drop structure cap. The plated hole shall be watertight. Steel sheet piling shall be pulled out continuously / progressively in stages to keep the piles intact and to minimize the danger of breaking the interlock between the sheets. A driving head shall be used and any piling which is damaged in pulling out or which has broken interlocks between sections shall be pulled and replaced at CONTRACTOR’s expense.
747.5
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Clearing and removing water hyacinth pista ,Thick Karuka and other underwater weeds and other submerged materials in or under water and other floating water weeds in the canal to contractors own place of choice including all cost and conveyance and labour charges etc complete
146240
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Desilting the canal by manually/mechanically at an average depth of 0.75m depositing the spoil at suitable nearby places for further conveyance including all lead and lifts hire and charges etc complete as per the direction of the departmental officers of site.
291502
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Conveyance of desilted material by Mechanical Transport including loading, unloading, levelling and neatly dressing the disposed material as directed by the department engineers.
2237284
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