Ucr Ekm Dist Ammathamburan Road In Ward 13 Of Edvanakkad Panchayath Upgradation Of Coastal Roads In Ermakulam District Ammathampuran Road In Ward 13 Of Edavanakkad Panchayath

Tender Notice

28280989
Ucr Ekm Dist Ammathamburan Road In Ward 13 Of Edvanakkad Panchayath Upgradation Of Coastal Roads In Ermakulam District Ammathampuran Road In Ward 13 Of Edavanakkad Panchayath
Indian
Kerala
23-06-2021
07-07-2021
12-07-2021

Tender Details

Ucr Ekm Dist Ammathamburan Road In Ward 13 Of Edvanakkad Panchayath Upgradation Of Coastal Roads In Ermakulam District Ammathampuran Road In Ward 13 Of Edavanakkad Panchayath

Key Value

Document Fees
INR 2760 /-
EMD
INR 50000.00 /-
Tender Value
INR 68.82 Lakhs /-

BOQ Items

Work Name : Upgradation of coastal roads in Ernakulam District - Ammathampuran road in ward 13 of Edavanakkad panchayath
Sl. No. Item Description Item Code / Make Quantity Units
1 1 APPENDIX 1- road BI01010001010000000000000515BI0100001113
2 1.01 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 BI01010001010000000000000515BI0100001114 305 cum
3 1.02 2.2.2.B : Clearing and Grubbing Road Land <br>Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.<br>\n(II) By Mechanical Means <br>\n(B)\tIn area of thorny jungle BI01010001010000000000000515BI0100001115 0.121 hecter
4 1.03 11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6 BI01010001010000000000000515BI0100001116 5.5 cum
5 1.04 11.4.5 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 BI01010001010000000000000515BI0100001117 54 cum
6 1.05 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 BI01010001010000000000000515BI0100001118 7.465 tonne
7 1.06 11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20 BI01010001010000000000000515BI0100001119 27.5 cum
8 1.07 4.11.2 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii)\tUsing Gravel mix soil. BI01010001010000000000000515BI0100001120 255 cum
9 1.08 9.1.5 : Excavation for StructuresEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.V. Marshy soil BI01010001010000000000000515BI0100001121 6 cum
10 1.09 9.2.2.2 : Bedding for Pipe(ii) Type B (First Class) BeddingLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)II.Earth filling (For marshy soil) BI01010001010000000000000515BI0100001122 1.25 cum
11 1.1 9.3.C : Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(C)750 mm dia BI01010001010000000000000515BI0100001123 12 metre
12 2 Geotextile laying BI01010001010000000000000515BI0100001124
13 2.01 od6231/2020_2021 : Laying of a geotextile filter using Geotextile 120 gram per sqm membrane between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. (based on item No. 15.6 of Morth) BI01010001010000000000000515BI0100001125 1770 sqm
14 3 retaining wall BI01010001010000000000000515BI0100001126
15 3.01 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 BI01010001010000000000000515BI0100001127 740 cum
16 3.02 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. BI01010001010000000000000515BI0100001128 16.5 cum
17 3.03 7.1.1 : 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) BI01010001010000000000000515BI0100001129 104 cum
18 3.04 60.64.1 : 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. BI01010001010000000000000515BI0100001130 4500 metre
19 3.05 od6555/2020_2021 : Coconut Pile - Driving down coconut pile to lines and levels through various 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. Details for one post of 6m long. 15 numbers per day 6x15=90m. Details for 90m length. BI01010001010000000000000515BI0100001131 4500 metre
20 3.06 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 BI01010001010000000000000515BI0100001132 750 cum
21 3.07 8.2.2.2 : Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm BI01010001010000000000000515BI0100001133 0.81 sqm
22 3.08 16.21 : Engraving letters in hard stone BI01010001010000000000000515BI0100001134 750 per Letter per cm height
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