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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.6 LAccepted-AOC 12 | KANNUR | KERALA | 670001 | 1 | Accepted-AOC lowest | |
| 2 | 2nd₹10.3 L+₹75,311 (7.86%)Rejected-AOC KANNUR | KERALA | 670511 | 2nd | Rejected-AOC highest | |
| 3 | Rejected-Technical | - | Rejected-Technical highest | |
| 4 | Rejected-Technical 1205 SUB TREASURY KOLENCHERY | ERNAKULAM | KERALA | 680667 | - | Rejected-Technical highest |
Tender Value
₹10.7 L
EMD Value
₹26,779
Closing Date
25 Jul 2022, 5:00 pmClosed
CHITHRA N B
Office of the Assistant Engineer, LID and EW Section, Mazhuvannoor Grama Panchayat
MZVR140/2022_Veettoor Thrikkalathoor Canal Bund Road in Ward V ofMazhuvannoor Grama Panchayat under Annual Plan 2021-22
2022_LSGD_499055_6
02/2022/AE/LIDEW/MZVR
Open Tender
Civil Works - Roads
Item Wise
180 days
mazhuvannoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹26,779
Yes
27 Sept 2022
12 Jul 2022
27 Jul 2022
12 Jul 2022
25 Jul 2022
12 Jul 2022
Amount
Retarring
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.
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.
od1437521/2021_2022 : Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the<br>top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade<br>
od1437528/2021_2022 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III.P.C.C. grade M 20 <br>(i)Nominal mix (1:2:4)
od1437485/2021_2022 : Providing and laying of interlocking concrete block pavements having thickness 80 mm M30 grade made by block making machine of approved size ,shape and design laying in required design and pattern over 50mm thick compacted bed of approved cushion material ,compacting and proper embedding of interlocking paver blocks into the bedding layer through plate vibrator side locked with CC 1:2:4 using 20 mm b/s and qty of concrete to be paid separate etc complete as per direction of Engineer in charge
2.14.1.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(I)By Manual Means (A)Bituminous Courses
Mathew Varghese
K.V.Mathew
Bidder Name
MONCY ABRAHAM
K.V.Mathew
Mathew Varghese
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