Sltf 2019 20 Rp Surface Renewal And Alied Works In Vellassery Koothattukulam Road Ch 2500 To 4 360Km
Tender Value
27.67 Lakhs
Estimated cost
Bid Submission
26 Jun 2020
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
kaduthuruthy → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Sltf 2019 20 Rp Surface Renewal And Alied Works In Vellassery Koothattukulam Road Ch 2500 To 4 360Km
BOQ
| Work Name:SLTF 2019-20 - RP - Surface Renewal and allied works in Vellasserry Koothattukulam Road ch 2/500 - 4/360 km | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SLTF 2019-20 - RP - Surface Renewal and allied works in Vellasserry Koothattukulam Road ch 2/500 - 4/360 km | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 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. | BI01010001010000000000000515BI0100001114 | 11.99 | cum |
| 3 | 1.02 | 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) | BI01010001010000000000000515BI0100001115 | 4 | cum |
| 4 | 1.03 | 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. | BI01010001010000000000000515BI0100001116 | 11.99 | cum |
| 5 | 1.04 | od30042/2019_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. | BI01010001010000000000000515BI0100001117 | 4 | cum |
| 6 | 1.05 | 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. | BI01010001010000000000000515BI0100001118 | 7150 | sqm |
| 7 | 1.06 | od30047/2019_2020 : 1-MORD-Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to 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 three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 of MORD - Bitumen @22 kg/10 m2 | BI01010001010000000000000515BI0100001119 | 7150 | sqm |
| 8 | 1.07 | od30046/2019_2020 : 1-MORD for undulation -Providing and laying of close-graded premix surfacing material composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying to required level and grades as per Technical Specification Clause 509 of MORD - Bitumen @ 110 kg/1m3 | BI01010001010000000000000515BI0100001120 | 10 | cum |
| 9 | 1.08 | 10.3 : Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactorMaintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor | BI01010001010000000000000515BI0100001121 | 850 | sqm |
| 10 | 1.09 | 2.4.4.D : 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> Dismantling Stone Masonry - Dry rubble masonry<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 Dismantling Stone Masonry - Dry rubble masonry | BI01010001010000000000000515BI0100001122 | 20 | cum |
| 11 | 1.1 | 3.6 : Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | BI01010001010000000000000515BI0100001123 | 134 | cum |
| 12 | 1.11 | 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. | BI01010001010000000000000515BI0100001124 | 80.7 | cum |
| 13 | 1.12 | od30048/2019_2020 : Dry Rubble Masonry for Retaining wall | BI01010001010000000000000515BI0100001125 | 65.3 | cum |
| 14 | 1.13 | od33499/2019_2020 : DR masonry for foundation and super structure using departmental broken stone | BI01010001010000000000000515BI0100001126 | 16 | cum |
| 15 | 1.14 | 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 | BI01010001010000000000000515BI0100001127 | 1.5 | cum |
| 16 | 1.15 | 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 | BI01010001010000000000000515BI0100001128 | 0.105 | MT |
| 17 | 1.16 | 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) | BI01010001010000000000000515BI0100001129 | 24.5 | cm |
AI Tender Summary
Tender Timeline
Jun 15, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 26, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 29, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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