Ase Natural Calamities Urgent Reformation Works Of Damaged Sea Wall For A Length Of 40M Between Cp Stone 1162 And 1163Near Cherai Beach At Pallippuram Panchayath Beach Ward No . 23 Ase Work
Tender Overview
Project Description
Ase Natural Calamities Urgent Reformation Works Of Damaged Sea Wall For A Length Of 40M Between Cp Stone 1162 And 1163Near Cherai Beach At Pallippuram Panchayath Beach Ward No . 23 Ase Work
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 25-May-2020 | Extension of critical dates | Date | 01-Jun-2020 |
| 2 | 02-Jun-2020 | Critical Date Extension | Date | 09-Jun-2020 |
BOQ
| Work Name:Name of work: ASE-Natural calamities- urgent reformation works of damaged seawall for a lenght of 40m between CP stone 1162 and 1163 near cherai beach at Pallippuram Panchayath (Beach ward No:23) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | estimate | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 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 | BI01010001010000000000000515BI0100001114 | 855.5 | cum |
| 3 | 1.02 | od61094/2019_2020/IA : A.S.E works as per CWPRS DESIGN - Ernakulam- Supplying at site of work granite stones of size 300 to 400 Kg (50% more than 350Kg(146 dm3)as nearly cubical as possible the minimum dimension in any of the three perpendicular direction passing through the centre of gravity of each individual stone having not less than 35 cms including loading and unloading charges,weighing stone using weighing bridge at Edavanakkade, marking with distinguishing number on three faces with paint including cost and conveyance of all materials with all lead and lift, all labour charges and all other incidental chargese tc complete as per standard specification and as per direction of departmental officers at site. | BI01010001010000000000000515BI0100001115 | 4856 | each |
| 4 | 1.03 | 60.56 : Unified Data for construction of sea wall -as per Modified design suggested by CWPRS Pune -Dumping in position (not to be packed) Granite stones 300kg to 400kg (125 to 167dm3) 50% more than 350kg in size suitably to form the armour course of sea wall as per the approved design (dumping with a lead up to 50m)using rail track or pneumatic type equipment with cranes or winches or by any other method (each trip to take 3 minutes and carry 4 stones) | BI01010001010000000000000515BI0100001116 | 4184 | each |
| 5 | 1.04 | 60.58 : Unified data- Construction of sea wall- as per Modified design suggested by CWPRS Pune-Dumping in position (to be packed) Granite stones 300kg to 400kg (125 to 167 dm3) 50% more than 350kg in size suitably to form the armour course of sea wall as per the approved design (dumping with a lead up to 50m) using rail track or pneumatic type equipment with cranes or winches or by any other method (each trip to take 3 minutes and carry 4 stones. | BI01010001010000000000000515BI0100001117 | 672 | each |
| 6 | 1.05 | 16.11 : Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | BI01010001010000000000000515BI0100001118 | 284.595 | sqm |
| 7 | 1.06 | 5.9.16.2 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsAbove 20 cm wide | BI01010001010000000000000515BI0100001119 | 33.475 | sqm |
| 8 | 1.07 | 4.1.3 : 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) | BI01010001010000000000000515BI0100001120 | 18.467 | cum |
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