Reconstruction Of Damaged Culvert Near Nagamman Temple At Edayanchavady Road , Karuvadikuppam
Tender Overview
Project Description
Reconstruction Of Damaged Culvert Near Nagamman Temple At Edayanchavady Road , Karuvadikuppam
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 02-Mar-2021 | POSTPONDMENT | Date | 03-Mar-2021 |
BOQ
| Name of Work: Reconstruction of damaged culvert near Nagamman Temple at Edayanchavady road, karuvadikuppam. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | CODE NO.2.27\nSupplying and filling in plinth with river sand under floors, including watering ,ramming consolidating and dressing complete\n\n | BI01010001010000000000000515BI0100001113 | 1 | Cum |
| 2 | 2 | CODE NO. 4.1.3\nProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level - 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size)\n | BI01010001010000000000000515BI0100001114 | 3 | Cum |
| 3 | 3 | CODE NO.: 4.1.10\nProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size)\n | BI01010001010000000000000515BI0100001115 | 5.5 | Cum |
| 4 | 4 | CODE NO.: 4.2.5\nProviding and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns,piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping,bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. upto floor five level, excluding the cost of centering ,shuttering and finishing - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)\n | BI01010001010000000000000515BI0100001116 | 6.5 | Cum |
| 5 | 5 | CODE NO.4.3.2\nCentring and shuttering including strutting , propping etc. and removal of form work for - retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.\n | BI01010001010000000000000515BI0100001117 | 31 | Sqm |
| 6 | 6 | CODE NO.5.1.2\nProviding and laying in position specified \ngrade of reinforced cement concrete excluding the cost of centering , shuttering , finsishing and reinforcement - All work upto plinth level 1:1.5:3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) \n | BI01010001010000000000000515BI01000011118 | 1.25 | Cum |
| 7 | 7 | CODE NO.5.9.1\nCentering and shuttering including strutting , propping etc and removal of form for - foundations, footings, bases of columns etc for mass concrete \n | BI01010001010000000000000515BI0100001119 | 6 | Sqm |
| 8 | 8 | CODE NO.10.25.1\nSteel work welded in built up sections /framed work , including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required – in stringers, treads, landings etc. of staircases, including use of chequered plate wherever required all complete.\n | BI01010001010000000000000515BI0100001120 | 288 | Kg |
| 9 | 9 | CODE NO.11.3.1\nCement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc .complete - 40mm thick with 20mm nominal size stone aggregate.\n\n | BI01010001010000000000000515BI0100001121 | 5 | Sqm |
| 10 | 10 | CODE NO.13.16.1\n6mm cement plaster of mix 1:3 (1 cement : 3 fine sand)\n | BI01010001010000000000000515BI0100001122 | 21 | Sqm |
| 11 | 11 | CODE NO. 15.2.2\nDemolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead – Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)\n | BI01010001010000000000000515BI0100001123 | 2 | Cum |
| 12 | 12 | CODE NO. 15.3\nDemolishing R.C.C work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead\n | BI01010001010000000000000515BI0100001124 | 1.5 | Cum |
| 13 | 13 | CODE NO. 15.7.4\nDemolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead - in cement mortar\n | BI01010001010000000000000515BI0100001125 | 3.75 | Cum |
| 14 | 14 | CODE NO. 7.6C.MO\nSteel reinforcement for R.C.C. works including bending, binding and placing in position - Thermo Mechanical Treated Bars (TISCON / VIZAG / IISCO / SAIL/JSW) Fe - 415 or more\n | BI01010001010000000000000515BI0100001126 | 0.15 | Tonne |
AI Tender Summary
Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
CompletedBid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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