Cmlrrp 2020-21- Sl No 862 - Improvements To Poomangalam Ambalam Kanjirangad Road In Kurumathur Gp Tarring And Retarring Works To Poomangalam Ambalam Kanjirangad Road In Kurumathur Gp
Tender Value
8.91 Lakhs
Estimated cost
Bid Submission
08 Jun 2020
0 days left
EMD
22300
Bank guarantee accepted
Document Fee
2015
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kurumathur → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Cmlrrp 2020-21- Sl No 862 - Improvements To Poomangalam Ambalam Kanjirangad Road In Kurumathur Gp Tarring And Retarring Works To Poomangalam Ambalam Kanjirangad Road In Kurumathur Gp
BOQ
| Work Name:CMLRRP 2020-21- SL. NO. 862 - IMPROVEMENTS TO POOMANGALAM AMBALAM KANJIRANGAD ROAD IN KURUMATHUR GP | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | RETARRING | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates\n<br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | BI01010001010000000000000515BI0100001114 | 153 | sqm |
| 3 | 1.002 | 75.5.5.A.1pb : Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates\n<br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | BI01010001010000000000000515BI0100001115 | 48 | sqm |
| 4 | 1.003 | 75.5.2.1pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001116 | 990 | sqm |
| 5 | 1.004 | od666263/2020_2021 : Plastic Roads - Bitumen S-65 <br><br>20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder<br><br>Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 (with 7% of bitumen replaced by shredded waste plastic)<br><br>Case - I By Manual Means<br><br>(II)Bitumen (S-65) (VG - 30)(packed bitumen) | BI01010001010000000000000515BI0100001117 | 990 | sqm |
| 6 | 1.005 | 75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\t<br>\nA.\tBy Manual Means\t<br>\nCase III : Type C\t<br>\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001118 | 990 | sqm |
| 7 | 1.006 | od636033/2020_2021 : od109341/2019-2020 : Providing concrete for Plain/Reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 & 1203<br><br>I. P.C.C grade M 10<br><br>(i) Nominal Mix 1:3:6 using 40mm metal without formwork<br> | BI01010001010000000000000515BI0100001119 | 6 | cum |
| 8 | 1.007 | od663719/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per<br>drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III.P.C.C. grade M 20<br>(i)Nominal mix (1:2:4)(modified 11.4.3.1 and 11.4.4 ,form work excluded)<br> | BI01010001010000000000000515BI0100001120 | 4 | cum |
| 9 | 2 | NEW TARRING | BI01010001010000000000000515BI0100001121 | ||
| 10 | 2.001 | 3.15.2 : Compacting Original Ground<br>\n(ii) Compacting original ground supporting subgrade<br>\nLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | BI01010001010000000000000515BI0100001122 | 153.6 | cum |
| 11 | 2.002 | 4.1.A.2 : Granular Sub-base with Well Graded Material (Table 400.1)<br>(A)\tBy Mix in Place Method <br>\t\nConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.\t\n(ii) For Grading II Material | BI01010001010000000000000515BI0100001123 | 51.2 | cum |
| 12 | 2.003 | 4.9 : Wet Mix Macadam\t<br>\t\t\nProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.\t\t<br>\t\nBy Mechanical Means with 1 km lead | BI01010001010000000000000515BI0100001124 | 72 | cum |
| 13 | 2.004 | 75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | BI01010001010000000000000515BI0100001125 | 480 | sqm |
| 14 | 2.005 | 75.5.2.3pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001126 | 480 | sqm |
| 15 | 2.006 | od666263/2020_2021 : Plastic Roads - Bitumen S-65 <br><br>20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder<br><br>Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 (with 7% of bitumen replaced by shredded waste plastic)<br><br>Case - I By Manual Means<br><br>(II)Bitumen (S-65) (VG - 30)(packed bitumen) | BI01010001010000000000000515BI0100001127 | 480 | sqm |
| 16 | 2.007 | 75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\t<br>\nA.\tBy Manual Means\t<br>\nCase III : Type C\t<br>\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001128 | 480 | sqm |
| 17 | 2.008 | 3.14 : Construction of Subgrade and Earthen Shoulders<br>\nConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | BI01010001010000000000000515BI0100001129 | 32 | cum |
| 18 | 3 | Name board | BI01010001010000000000000515BI0100001130 | ||
| 19 | 3.001 | od663859/2020_2021 : Supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheetsfitted with 35 X35 x 4 mm MS angle 2 Nos horizontally and 2 Nos vertically to make a frame for strengtheningthe G I sheet , fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and fixing in cementconcrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and conveyance of all materials all labour charges,fabricating etc complete | BI01010001010000000000000515BI0100001131 | 1 | each |
| 20 | 3.002 | 10.1.2 : Printing New Letters and Figures of any ShadePrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 English and Roman | BI01010001010000000000000515BI0100001132 | 225 | cm |
AI Tender Summary
Tender Timeline
May 28, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 08, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 12, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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