Tender For Thodannur Block Panchayat 2018-19 Keezhal Palli Puttam Makkool Road ( Pr, 10)
Tender Value
4.74 Lakhs
Estimated cost
Bid Submission
11 Nov 2019
0 days left
EMD
12500
Bank guarantee accepted
Document Fee
1200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
MANIYUR → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for THODANNUR BLOCK PANCHAYAT 2018-19 KEEZHAL PALLI PUTTAM MAKKOOL ROAD ( Pr, 10)
BOQ
| Work Name:THODANNUR BLOCK PANCHAYAT 2018-19 KEEZHAL PALLI PUTTAM MAKKOOL ROAD ( Pr, 10) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road work | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 4.11.2 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii)\tUsing Gravel mix soil. | BI01010001010000000000000515BI0100001114 | 25.5 | cum |
| 3 | 1.002 | 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 | BI01010001010000000000000515BI0100001115 | 56.555 | cum |
| 4 | 1.003 | 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 | BI01010001010000000000000515BI0100001116 | 459 | sqm |
| 5 | 1.004 | 75.5.2.2pb : 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001117 | 459 | sqm |
| 6 | 1.005 | 75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 <br>\n20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder\t<br>\nProviding, 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)\t<br>\nCase - I By Manual Means\t<br>\n(II)\tBitumen (S-65) (VG - 30) | BI01010001010000000000000515BI0100001118 | 459 | sqm |
| 7 | 1.006 | 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) | BI01010001010000000000000515BI0100001119 | 459 | sqm |
| 8 | 1.007 | 11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001120 | 3.3 | cum |
| 9 | 2 | Side protection | BI01010001010000000000000515BI0100001121 | ||
| 10 | 2.001 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001122 | 5.994 | cum |
| 11 | 2.002 | od263823/2018_2019 : DRY RUBBLE MASONRY - Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc complete as per direction of Dept. officers at site . | BI01010001010000000000000515BI0100001123 | 16.2 | cum |
| 12 | 2.003 | 12.5.1.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001124 | 0.9 | cum |
| 13 | 2.004 | 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. | BI01010001010000000000000515BI0100001125 | 15.606 | cum |
| 14 | 3 | Guard stone | BI01010001010000000000000515BI0100001126 | ||
| 15 | 3.001 | 11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001127 | 1.612 | cum |
| 16 | 3.002 | 13.20.2 : Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4II.Nominal Mix (1:2.5:5) | BI01010001010000000000000515BI0100001128 | 1.861 | cum |
| 17 | 3.003 | 12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | BI01010001010000000000000515BI0100001129 | 0.149 | tonne |
| 18 | 4 | Name board | BI01010001010000000000000515BI0100001130 | ||
| 19 | 4.001 | od264455/2018_2019 : Providing and fixing metal name board 120 cm x 60 cm size with 50mm dia and 2mm thick GI pip , 0.80mm thick MS sheet ,35 x35 x5mm angle for post etc erected in concrete of CC 1:2;4 | BI01010001010000000000000515BI0100001131 | 1 | each |
AI Tender Summary
Tender Timeline
Nov 04, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 11, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 15, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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