Improvement To Pendrawan Mipin Komna Block Of Nuapada District Under Critical Grant
Tender Value
17.84 Lakhs
Estimated cost
Bid Submission
31 Jan 2020
0 days left
EMD
17900
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Khariar → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement To Pendrawan Mipin Komna Block Of Nuapada District Under Critical Grant
BOQ
| Name of Work: Improvement to Pendrawan MIPin Komna Block of Nuapada District under Critical Grant | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing grass and removal of rubbish up to distance of 50 meters outside the periphery of the area. | BI01010001010000000000000515BI0100001114 | 45048 | Sqm |
| 2 | 2 | Dismantling and removing old cement concrete slope lining including stacking the useful materials for reuse and removing the debris within 50m. | 5.9 | Cum | |
| 3 | 3 | Earth work Slushy Soilwith intial Lead of 40 m & one extra lifts ove intial lift of 1.5m to proper slope and profile as per the requirement including the rough dressing and breaking clods to maximum 5 to 7 cm. in layers not exceeding 0.30 M in depth to proper slope and profile with supply of all labour and tools and plants, all materials all taxes & supervision charges to complete the item of work as per design drawing and specification and as per the direction of the Engineer-in-charge. (Measurement will be taken in the finished approved level section) 1/6th volume will be deducted towards settlement for embankment only. | 5139.5 | Cum | |
| 4 | 4 | Earthwork excavation foundation in hard soil in with all leads and lift including rough dressing & breaking clods to maximum 5cm to 7cm laying in layers not exceeding 0.3m in depth etc complete as leveling the bed and dewatering if necessary as directed by the EIC. | 89.74 | Hundred Cum | |
| 5 | 5 | Filling foundation and plinth with sand well watered and rammed with all cost, conveyance, royalty and other taxes of all materials, labour, T&P materials required for this item etc. complete as directed by the Engineer-in-charge excluding GST | 21.6 | Cum | |
| 6 | 6 | Cement concrete in M-15 grade using 20mm down gradea size crusher broken granite metal of approved quality quarried and free from weathered skins and foreign materials including mixing the materials by use of concrete mixtures and laying concrete and laying concrete in layers not exiding 0.15 m. in deoth to required level require level, curing, vubrating with vibrators, finishing etc with all leads lifts and delifts complete in all respect to proper profile and leveling including dewatering if necessary and cost, conveyance and royality and other taxes etc of materials including hire and running charges of the machineries complete as directed by the Engineer-in-charge. ( Excluding cost of MS rod.)excluding GST | 76.17 | Cum | |
| 7 | 7 | Straightening, cutting, bending, binding , fitting and placing uncoated HYSD bar reinforcement and laying in position including cost of binding wire 18 to 20 gauge and fixing of reinforcement including lapping where necessary with all leads, lifts from bending yard to placement spot including cost , conveyance & all taxes of reinforcement as directed by the Engineer-in-Charge. (Weight of binding wires is not included for payment purpose) | 9.05 | Quintal | |
| 8 | 8 | Rigid smooth centering,shuttering for R.C.C works including false works and dismentling then after castingincluding cost of materials complete in Foundation,Plinth band,footing bases, R.C.C walls and fins including attached pillasters. as per the direction of the Engineer-in charge | 232.2 | Sqm | |
| 9 | 9 | Filling foundation & plinth with excavated soil to proper profile with all leads & lifts to proper section and profile including dressing and levelling the bed to proper slope and level and making it fit for laying and depositing the excavated materials away from the work site with all leads and lifts complete as directed by the Engineeer-in-Charge. (excluding GST) | BI01010001010000000000000515BI0100001122 | 29.92 | Hundred Cum |
| 10 | 10 | Gravel backing to revetment to the required thickness to proper profile of dam including watering etc. compplete in all respect as directed by Engineer-in-charge | 5.9 | Cum | |
| 11 | 11 | Rough stone dry packing in aprons and revetments to all heights with hard granite stones of 30cm to 40 cm size of approved quality including filling the interstices with small stones including cost, conveyance , royalty & all other taxes of all materials required for the work etc, complete in all respects as directed by the Engineer-in-charge excluding GST (1/6 void to be deducted) | 245.25 | Cum | |
| 12 | 12 | Earthwork in hard soil with one extra lead and one extra lift over the intial lead and lift including rough dressing & breaking clods to maximum 5cm to 7cm laying in layersnot exceeding 0.3m in depth etc complete as levelling the bed and dewatering if necessary as directed by the EIC | 1056.18 | Cum |
AI Tender Summary
Tender Timeline
Jan 25, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 31, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 01, 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