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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 LAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹15.0 L+₹1,624.32 (0.11%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | BINU K ABRAHAM L1 | T.T.THOMASKUTTY L2 |
|---|---|---|---|---|---|
| 1.00Road Re Tarring | |||||
| 1.00 | 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. | 175.8 | sqm | - | - |
| 1.00 | 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. | 1,079.4 | sqm | - | - |
| 1.00 | 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) | 1,079.4 | sqm | - | - |
| 1.00 | 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) | 1,079.4 | sqm | - | - |
| 2.00Side protection wall | |||||
| 2.00 | 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 66.32 | cum | - | - |
| 2.00 | 60.7.9 : RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | 99.62 | cum | - | - |
| 2.00 | 5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 6.21 | cum | - | - |
| 2.00 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 17.22 | sqm | - | - |
Tender Value
₹15.0 L
EMD Value
₹37,450
Closing Date
22 Feb 2019, 6:00 pmClosed
AEE LSGD
LSGD DIVISION JILLA PANCHAYAT PATHANAMTHITTA
Re tarring
2019_LSGD_267944_3
E Tender No 14/18-19/EE/LSGD/PTA
Open Tender
Civil Works - Roads
Item Rate
180 days
PATHANAMTHITTA
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,800
Yes
online
₹37,450
Yes
21 Apr 2026
15 Feb 2019
26 Feb 2019
15 Feb 2019
22 Feb 2019
15 Feb 2019
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