Restoration Of Damaged Portion Of Road And Drain At Annai Nagar , Alankuppam
Tender Value
2.02 Lakhs
Estimated cost
Bid Submission
31 Dec 2020
0 days left
EMD
4056
Bank guarantee accepted
Document Fee
525
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
KALAPET → Puducherry
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Restoration Of Damaged Portion Of Road And Drain At Annai Nagar , Alankuppam
BOQ
| Name of Work: Restoration of damaged portion of road and drain at Annai Nagar, Alankuppam. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 | BI01010001010000000000000515BI0100001113 | 13.5 | Cum |
| 2 | 2 | CODE NO. 4.1.5\n Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level-1:3:6 (1 cement:3 coarse sand : 6 graded stone aggregate 20mm nominal size) \n \n | BI01010001010000000000000515BI0100001114 | 6 | 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:5coarse sand : 10 graded stone aggregate 40mm nominal size)\n | BI01010001010000000000000515BI0100001115 | 14 | Cum |
| 4 | 4 | CODE NO: 4.3.1\nCentering and shuttering including struttings, propping etc. and removal of form work for foundations, footings , bases for columns.- \n | BI01010001010000000000000515BI0100001116 | 27.5 | Sqm |
| 5 | 5 | CODE NO.6.1.1\nBrick work with common burnt clay F.P.S. (non modular ) bricks of class designation 7.5 in foundation and plinth in – cement mortar 1:4 (1 cement : 4 coarse sand)\n | BI01010001010000000000000515BI0100001117 | 0.75 | Cum |
| 6 | 6 | CODE NO.9.117.2\nProviding and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance +/-1mm ), with wall thickness 2.0 mm +/-0.2mm) , corners of the door frame to be jointed with galvanized brackets and stainless steel screws , joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S.tube of\nsize 19 x 19 mm and 1mm (+-0.1mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification – Extruded section profile size 42 x 50 mm\n | BI01010001010000000000000515BI01000011118 | 5.2 | Metre |
| 7 | 7 | CODE NO.9.118.1\nProviding and fixing to existing door \nframes - 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59 x 24 mm and wall thickness 2 mm (+- 0.2 mm) with inbuilt edging on both sides . The styles and rails mitred and joint at the corners by means of M.S. galvanised / plastic brackets of size 75 x 220 mm having wall thickness 1.0 mm and stainless steel screws . The styles of the shutter reinforced by inserting galvanised M.S.tube of size 20x20 mm and 1mm (+- 0.1mm) wall thickness . The lock rail made up of 'H' section , a uPVC hollow – Building section of size 100 x 24 mm and 2 mm (+-0.2 mm) wall thickness , fixed to the shutter styles by means of plastic / galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multichambered single panel of size not less than 620 mm, having overall thickness of 20 mm and 1 mm (+_ 0.1mm) wall thickness . They panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S.rod and fastened with nuts and washers , complete as per manufacturer's specification (For\nW.C. and bathroom door shutter)\n | BI01010001010000000000000515BI0100001119 | 1.75 | 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 | 339 | Kg |
| 9 | 9 | CODE NO.13.1.1\n12mm cement plaster of mix 1:4 (1 cement : 4 fine sand)\n | BI01010001010000000000000515BI0100001121 | 7 | Sqm |
| 10 | 10 | CODE NO. 13.16.1 \n6mm cement plaster of mix 1:3 (1 cement : 3 fine sand)\n | BI01010001010000000000000515BI0100001122 | 83 | Sqm |
| 11 | 11 | CODE NO: 15.2.1\nDemolishing cement concrete manually / by \nmechanical means including disposal of material within 50 metres lead – nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)\n | BI01010001010000000000000515BI0100001123 | 5.75 | Cum |
| 12 | 12 | CODE NO.18.7.2\nProviding and fixing Chlorinated Polyvinnyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete - internal work - exposed on wall - 20 mm nominal outer dia pipes\n | BI01010001010000000000000515BI0100001124 | 15 | Metre |
| 13 | 13 | CODE NO.18.15.2\nProviding and fixing brass bib cock of approved quality - 20 mm nominal bore\n | BI01010001010000000000000515BI0100001125 | 1 | Each |
| 14 | 14 | CODE NO.18.17.1A\nProviding and fixing gun metal gate valve with C.I.wheel of approved quality (Screwed end) - 20mm nominal bore\n | BI01010001010000000000000515BI0100001126 | 1 | Each |
| 15 | 15 | CODE NO.18.18.2\nProviding and fixing ball valve (brass) of approved quality , high or low pressure , with plastic floats complete - 20mm nominal bore\n | BI01010001010000000000000515BI0100001127 | 1 | Each |
| 16 | 16 | CODE NO.18.48A\nProviding and placing on terrace (at all floor levels) polyethylene water storage tank ISI: 12701 marked , with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank - Circular Tank\n | BI01010001010000000000000515BI0100001128 | 500 | Litre |
| 17 | 17 | CODE NO.3.1\nExcavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.\n | BI01010001010000000000000515BI0100001129 | 13 | Cum |
AI Tender Summary
Tender Timeline
Dec 23, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedDec 31, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 31, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender