Sltf 2019 20 Or Providing Urgent Patchwork Repairs And Drainage Facilities Sltf 2019 20 Or Providing Urgent Patchwork Repairs And Drainage FacilitiesTo Anakkallu Vandanparanarively Podimattom Road Ch 000 4 00 Km
Tender Value
22.31 Lakhs
Estimated cost
Bid Submission
24 Dec 2019
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
Kanjirappally → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Sltf 2019 20 Or Providing Urgent Patchwork Repairs And Drainage Facilities Sltf 2019 20 Or Providing Urgent Patchwork Repairs And Drainage FacilitiesTo Anakkallu Vandanparanarively Podimattom Road Ch 000 4 00 Km
BOQ
| Work Name:SLTF 2019-20-OR Providing Urgent patchwork repairs and drainage facilities to Anakkallu-Vandanpara-Narively-Podimattom road ch 0/000-4/000 km | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Drainage works | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 3.13.1.B : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br>\n Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | BI01010001010000000000000515BI0100001114 | 220 | cum |
| 3 | 1.02 | 2.4.2.A : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br>\nCement Concrete Grade M-15 & M-20 - By Mechanical Means <br>Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means | BI01010001010000000000000515BI0100001115 | 4.725 | cum |
| 4 | 1.03 | 12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | BI01010001010000000000000515BI0100001116 | 63 | cum |
| 5 | 1.04 | 13.5.A : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications <br>\n PCC Grade M15 - Height upto 5m <br>Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m | BI01010001010000000000000515BI0100001117 | 70.2 | cum |
| 6 | 1.05 | 12.8.B : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br>\nPCC Grade M20 (Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork) | BI01010001010000000000000515BI0100001118 | 15.6 | cm |
| 7 | 1.06 | 13.5.E.P.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications<br>\n RCC Grade M20 - Using concrete Mixer - Height upto 5m <br>Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - Using concrete Mixer - Height upto 5m | BI01010001010000000000000515BI0100001119 | 27 | cum |
| 8 | 1.07 | 13.6 : Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical SpecificationsSupplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | BI01010001010000000000000515BI0100001120 | 3.038 | MT |
| 9 | 2 | Patch work repairs | BI01010001010000000000000515BI0100001121 | ||
| 10 | 2.01 | 55.4 : Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | BI01010001010000000000000515BI0100001122 | 15 | cum |
| 11 | 2.02 | 55.2 : Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | BI01010001010000000000000515BI0100001123 | 3 | cum |
| 12 | 2.03 | 55.8.a : Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | BI01010001010000000000000515BI0100001124 | 15 | cum |
| 13 | 2.04 | od24668/2019_2020 : Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface | BI01010001010000000000000515BI0100001125 | 3 | cum |
| 14 | 2.05 | 5.2.a : Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | BI01010001010000000000000515BI0100001126 | 2830 | sqm |
| 15 | 2.06 | od24669/2019_2020 : Close Graded Premix Surfacing/Mixed Seal Surfacing :- Case I, Type - A<br> -By Manual means<br><br>Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using penetration grade bitumen using VG 30 to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. | BI01010001010000000000000515BI0100001127 | 2830 | sqm |
AI Tender Summary
Tender Timeline
Dec 16, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 24, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 27, 2019
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