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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹7.5 L+₹1,883.45 (0.25%)Rejected-Finance | L2 | Rejected-Finance SECOND LOWEST BIDDER |
Tender Value
₹7.7 L
EMD Value
₹21,750
Closing Date
19 Mar 2022, 4:00 pmClosed
Block Development officer Edakkad
EDAKKAD BLOCK PANCHAYATH OFFICE Chala East PO PIN 670621
NCFR-2020-21 Karingal kuzhi Boat jetty Road in Kolachery G.P
2022_CRD_481163_1
BDO/EDK/A140/2022/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Kolachery GP
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,054
Yes
₹21,750
Yes
11 Apr 2024
11 Mar 2022
22 Mar 2022
11 Mar 2022
19 Mar 2022
11 Mar 2022
Amount
Road Maintenance
2.14.2.A : Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses
75.5.5.A.1pb : Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.,including supplying and stacking of materials.
75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.,including supplying and stacking of materials.
4.9 : Wet Mix Macadam <br> Providing, 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. <br> By Mechanical Means with 1 km lead
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
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.
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.
75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<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. <br> Case - I By Manual Means <br> (II) Bitumen (S-65),including supplying and stacking of materials.
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 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65),including supplying and stacking of materials.
od1354568/2021_2022 : Supplying and fitting name boards of size 75cmx45cm. made with GIplain sheets 1.25 mm thick (classIIII) fitted with 35X35x4mm MS angle 2Nos horizontally and 3Nos vertically to make a frame for strengthening the GI sheet,fitted 2Nos. 32 mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete1:2:4, 30cmX30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete.
Damaged side protection and berm concreting
75.7.1 : DRY RUBBLE MASONRY _ Random rubble masonry with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
3.5.3 : Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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)
od1621133/2021_2022 : Supplying and fitting name boards of size 75cmx45cm. made with GI plain sheets 1.25mm thick (classIIII) fitted with 35X35x4 mm MS angle 2Nos horizontally and 3Nos vertically to make a frame for strengthening the GI sheet ,fitted 2Nos. 32mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1:2:4, 30cmX30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete.
K V RAMAKRISHNAN
Bidder Name
M MOHAMMADKUNHI
K V RAMAKRISHNAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_691289.pdf
boq_comp_chart.xlsx
xlsx
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