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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.1 LAccepted-AOC NO DETAILS FOUND | L1 | Accepted-AOC L1 BIDDER | |
| 2 | L2₹22.5 L+₹2.4 L (12.0%)Rejected-AOC PERUMAMATTEM PINARMUNDA KUNNATHUNADU ERANAKULAM | ERNAKULAM | KERALA | 680667 | L2 | Rejected-AOC rejected BEING SECOND LOWEST | |
| 3 | L3₹22.9 L+₹2.8 L (13.8%)Rejected-AOC CHERUVATH HOUSE CHERUVATH VATTALUR P O MALAPPURAM 676507 | VATTALUR | MALAPPURAM | KERALA | 676507 | L3 | Rejected-AOC REJECTED BEING THIRD LOWEST | |
| 4 | L4₹22.9 L+₹2.8 L (13.9%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹24.7 L+₹4.6 L (22.9%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
₹29.2 L
EMD Value
₹50,000
Closing Date
19 Jan 2022, 6:00 pmClosed
Deputy Director of Soil Conservation
Directorate of Soil Survey and Soil Conservation,III and IV floor, Centre Plaza, Vazhuthacaud, Thiruvananthapuram,695014
Construction of Retaining wall
2022_DSSC_466908_1
PG(1)14844/21
Open Tender
Civil Works - Others
Item Rate
180 days
Edavanna and Urangattiri Panchayath, Eranad Taluk
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,750
₹50,000
23 Feb 2022
11 Jan 2022
21 Jan 2022
11 Jan 2022
19 Jan 2022
11 Jan 2022
11 Jan 2022 - 18 Jan 2022
Amount
RETAINING WALL 1.50 M HEIGHT (BLASTED RUBBLE)
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
60.7.1 DRY RUBBLE MASONRY __ Dry rubble without concrete levelling 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 Departmental officers at site
4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
RETAINING WALL 1.80 M HEIGHT (BLASTED RUBBLE) 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
60.7.1 DRY RUBBLE MASONRY __ Dry rubble without concrete levelling 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 Departmental officers at site
4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
RETAINING WALL 1.00 M HEIGHT (BLASTED RUBBLE) 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
60.7.1 DRY RUBBLE MASONRY __ Dry rubble without concrete levelling 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 Departmental officers at site
4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
RETAINING WALL 1.20 M HEIGHT (USING JUNGLE STONE) 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
od2226/2021_2022 Stone MASONRY _ without concrete levelling course masonry with good quality Jungle stone including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Abdul Manaf
AMEER FAISAL
MOHAMMED SHIBIL PM
Yoonus Saleem
NAJEEB PM
V P Shoukathali
SOBIN
MOHAMMED HANEEFA PULLIYIL
P.SAIDALIKUTTY
MOHAMED THASNEEM P
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