Kerala State It Infrastructure Limited has published Construction Of Road And Storm Water Drainage Works On The Eastern Side Of Technopark Phase-Iii Campus Works Includes Land Development , Road Works , Storm Water Drain Works , Retaining Wall Etc . . Submission Date for this Tender is 05-08-2020. Drainage Tenders in Technopark phase-III campus Kazhakoottam Kerala. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 13-Jul-2020 | Corrigendum-1( Date corrigendum) | Date | 27-07-2020 |
| 2 | 22-Jul-2020 | Corrigendum-2 | Date | 05-08-2020 |
| Work Name : Construction of Peripheral Roads and Drainage Works at Technopark Phase III Campus , Thiruvananthapuram | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | LAND DEVELOPMENT WORKS - CUTTING AND FILLING | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 2.31 : 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 | BI01010001010000000000000515BI0100001114 | 4300 | sqm |
| 3 | 1.02 | 2.33.1 : 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 | BI01010001010000000000000515BI0100001115 | 20 | each |
| 4 | 1.03 | 2.33.2 : 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 60 cm girth up to and including 120 cm girth | BI01010001010000000000000515BI0100001116 | 20 | each |
| 5 | 1.04 | 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 | BI01010001010000000000000515BI0100001117 | 2322 | cum |
| 6 | 1.05 | 2.25 : Filling available excavated earth (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.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. | BI01010001010000000000000515BI0100001118 | 465 | cum |
| 7 | 1.06 | 51.2.3 : Filling with Quarry Muck <br> 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 | BI01010001010000000000000515BI0100001119 | 7454.5 | cum |
| 8 | 1.07 | od254782/2019_2020 : Transportation of surplus excavated slurry, garbage, other plastic materials which cannot be used for refilling, job includes hire charges for lorry and dumping and levelling the disposed material up to a distance of 3km from the excavated site etc. all as directed by engineer-in-charge. | BI01010001010000000000000515BI0100001120 | 1858 | cum |
| 9 | 1.08 | od249569/2019_2020 : Transportation of clients own earth up to 3 Km lead, spreading in 20cm layers and consolidating each deposited layers by ramming and watering. The rate shall be inclusive of loading, unloading, conveyance of all materials, labours, machinery, hire andother necessary tools, plants etc. all complete as directed by engineer-in-charge. | BI01010001010000000000000515BI0100001121 | 300 | cum |
| 10 | 1.09 | od247289/2019_2020 : Engaging Coolie for cleaning culvert as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001122 | 30 | each |
| 11 | 2 | ROAD | BI01010001010000000000000515BI0100001123 | ||
| 12 | 2.01 | 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 | BI01010001010000000000000515BI0100001124 | 1658.5 | cum |
| 13 | 2.02 | 4.6.1 : Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), including the cost of required centering, shuttering complete.1:1.5:3 ( 1 cement : 1.5 coarse sand (Zone III): 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001125 | 13.5 | cum |
| 14 | 2.03 | 13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work | BI01010001010000000000000515BI0100001126 | 45 | sqm |
| 15 | 3 | STORM WATER DRAIN | BI01010001010000000000000515BI0100001127 | ||
| 16 | 3.01 | od256907/2019_2020 : 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 on prepared surface, levelling and compacting roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.<br>With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | BI01010001010000000000000515BI0100001128 | 665.08 | cum |
| 17 | 3.02 | 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) | BI01010001010000000000000515BI0100001129 | 180 | cum |
| 18 | 3.03 | 4.1.2 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001130 | 1570 | cum |
| 19 | 3.04 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001131 | 10070 | sqm |
| 20 | 3.05 | 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 | BI01010001010000000000000515BI0100001132 | 157000 | kilogram |
| 21 | 3.06 | od232145/2019_2020 : Supplying, laying, jointing, testing and commissioning approved make UPVC pipes class III 6 Kg/cm2 with solvent cement joints confirming to IS 4985 for Under ground drainage works. The quoted rate shall include necessary earth work, fittings, pipe to be laid below ground level in trenches upto required depth, dewatering, jointing of pipes, water testing and setting/encasing the pipes in cement concrete M-15 as per specifications 150mm thk. all around, refilling, and making good the same complete as required. 160 mm dia | BI01010001010000000000000515BI0100001133 | 366.3 | metre |
| 22 | 3.07 | od255191/2019_2020 : Cutting, providing and fixing PVC pipes of 32mm dia, 6 kgf pressure in the formwork before casting precast cover slab. The pipe shall be cut in to pieces suitable for precast RCC cover slab up to 250mm thick with close intervals. Rate includes all labour, material and hire charges for tools etc. complete All as directed by engineer-in-charge. | BI01010001010000000000000515BI0100001134 | 1170 | metre |
| 23 | 3.08 | 19.6.4 : Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:300 mm dia R.C.C. pipe | BI01010001010000000000000515BI0100001135 | 50 | metre |
| 24 | 3.09 | od248147/2019_2020 : Conveying the RCC slab from the casting yard to the drain site and placing in position at a distance of 1km including hire charges of all appliances labour charges for loading and unloading etc. complete all as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001136 | 940 | each |
| 25 | 4 | RETAINING WALL | BI01010001010000000000000515BI0100001137 | ||
| 26 | 4.01 | 2.8.1 : 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 a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001138 | 360 | cum |
| 27 | 4.02 | 60.7.1 : 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 | BI01010001010000000000000515BI0100001139 | 900 | cum |
| 28 | 4.03 | 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 | BI01010001010000000000000515BI0100001140 | 153 | cum |
| 29 | 4.04 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001141 | 360 | sqm |
| 30 | 4.05 | 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 | BI01010001010000000000000515BI0100001142 | 15300 | kilogram |
| 31 | 4.06 | 16.11 : Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | BI01010001010000000000000515BI0100001143 | 200 | sqm |
| 32 | 4.07 | 50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | BI01010001010000000000000515BI0100001144 | 50 | hour |
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