Mla-Ads-Scheme-Pkm Marayi East Road In Ward No 6 Of Pallippuam Panchayath
Tender Value
43.96 Lakhs
Estimated cost
Bid Submission
07 Jul 2021
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pallippuram → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Mla-Ads-Scheme-Pkm Marayi East Road In Ward No 6 Of Pallippuam Panchayath
BOQ
| Work Name : MLA-ADS-SCHEME :- PKM Marayi East road in ward 6 of Pallipuram Panchayath | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | APPENDIX 1-Road | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 2.1 : Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | BI01010001010000000000000515BI0100001114 | 0.1 | Hecter |
| 3 | 1.02 | 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 | BI01010001010000000000000515BI0100001115 | 51 | cum |
| 4 | 1.03 | 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. | BI01010001010000000000000515BI0100001116 | 160 | cum |
| 5 | 1.04 | 4.1.A.1 : Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | BI01010001010000000000000515BI0100001117 | 111.051 | cum |
| 6 | 2 | APPENDIX 2- retaining wall and culvert | BI01010001010000000000000515BI0100001118 | ||
| 7 | 2.01 | 11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth | BI01010001010000000000000515BI0100001119 | 218 | cum |
| 8 | 2.02 | 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 | BI01010001010000000000000515BI0100001120 | 3.1 | cum |
| 9 | 2.03 | 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 | BI01010001010000000000000515BI0100001121 | 30 | cum |
| 10 | 2.04 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001122 | 4.125 | tonne |
| 11 | 2.05 | 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 | BI01010001010000000000000515BI0100001123 | 23.756 | cum |
| 12 | 2.06 | 12.3 : Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | BI01010001010000000000000515BI0100001124 | 15 | sqm |
| 13 | 3 | DR Masonry &RR Masonry | BI01010001010000000000000515BI0100001125 | ||
| 14 | 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 | BI01010001010000000000000515BI0100001126 | 539.75 | cum |
| 15 | 3.02 | 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. | BI01010001010000000000000515BI0100001127 | 7.5 | cum |
| 16 | 3.03 | 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 | BI01010001010000000000000515BI0100001128 | 5.25 | cum |
| 17 | 3.04 | 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. | BI01010001010000000000000515BI0100001129 | 10 | cum |
| 18 | 3.05 | 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 | 210 | metre |
| 19 | 3.06 | od6573/2020_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 | 210 | metre |
| 20 | 3.07 | 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 | BI01010001010000000000000515BI0100001132 | 48 | hour |
| 21 | 3.08 | od6774/2018_2019 : Putting up bund of 1.00m width for an average height of 1.50m from bed level using causarina poles of 25 to 40cm girth in double rows at 50 cm c/c driving down for an average depth of 1.5m tied together with 1/3 split arecanut reapers @ 50 cmc/c horizontally and 1/3 split arecanut cross ties connecting two rows with GI wire, coir, yarn to all verticals and screening with double new coconut cadjans on either side of bund for full depth and filling inside with clayey soil taken out from the kayal etc complete | BI01010001010000000000000515BI0100001133 | 20 | metre |
| 22 | 3.09 | 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 | BI01010001010000000000000515BI0100001134 | 230 | cum |
| 23 | 4 | C C interlocking tile | BI01010001010000000000000515BI0100001135 | ||
| 24 | 4.01 | 55.23 : Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. | BI01010001010000000000000515BI0100001136 | 1140 | sqm |
| 25 | 4.02 | od6574/2020_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) | BI01010001010000000000000515BI0100001137 | 900 | sqm |
AI Tender Summary
Tender Timeline
Jun 23, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJul 07, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 12, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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