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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.2 LAccepted-AOC | ₹21.2 L | L1 | Accepted-AOC L1 Bidder- - Agreement executed |
| 2 | L2₹21.8 L+₹66,723.86 (3.15%)Rejected-AOC BATHEL HOUSE THINAVILA THIRUVALLOM PO THIRUVANANTHAPURAM 695 027 | THIRUVANANTHAPURAM | KERALA | 695027 | ₹21.8 L+₹66,723.86 (3.15%) | L2 | Rejected-AOC Quoted rate is higher than the lowest quoted rate (Work awarded to L1 Bidder) |
| 3 | L3₹22.1 L+₹90,976.45 (4.30%)Rejected-AOC | ₹22.1 L+₹90,976.45 (4.30%) | L3 | Rejected-AOC Quoted rate is higher than the lowest quoted rate (Work awarded to L1 Bidder) |
| 4 | L4₹23.0 L+₹1.9 L (8.86%)Rejected-Finance CHANDRA BHAVAN MARTHENDESWARAM OORUTTAMBALAM P O TRIVANDRUM | ₹23.0 L+₹1.9 L (8.86%) | L4 | Rejected-Finance Only L1, L2, L3 bidders retained |
| 5 | L5₹23.6 L+₹2.5 L (11.7%)Rejected-Finance | ₹23.6 L+₹2.5 L (11.7%) | L5 | Rejected-Finance Only L1, L2, L3 bidders retained |
Tender Value
₹25.6 L
EMD Value
₹50,000
Closing Date
28 Nov 2022, 3:00 pmClosed
Deputy Director of Soil Conservation
Directorate of Soil Survey and Soil Conservation, 3rd and 4th Floor, Centre Plaza building, Vazhuthacaud, Thiruvananthapuram
1.Side Protection Wall- 200 Rm 2.Side Protection Wall (RR Masonry)- 330 Rm 3.Retaining wall (1m ht)- 120 Rm 4.Retaining wall (1.2 m ht)- 15 Rm 5.Retaining Wall (1.5m ht)- 60 Rm 6.RCC Foot slab
2022_DSSC_531202_1
PG(1)7425/2022/DMW
Open Tender
Civil Works - Others
Item Rate
365 days
Maranallur Gramapanchayat in Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,755
₹50,000
16 Dec 2022
19 Nov 2022
30 Nov 2022
19 Nov 2022
28 Nov 2022
19 Nov 2022
Amount
Side protection wall (1.20m ht) in SC colony - 200m
2.6.1 Earth work in excavation by mechanical means (Hydraulicexcavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out anddisposal of excavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge. All kinds of soil
60.7.1 DRY RUBBLE MASONRY - Dry rubble without cocrete 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 gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stoneaggregate 20 mm nominal size)
Side protection wall (RR masonry) in SC colony - 330m
2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out anddisposal of excavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge. All kinds of soil
60.7.1 DRY RUBBLE MASONRY - Dry rubble without cocrete 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
7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up 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)
13.1.2 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Retaining wall Type A (1m ht) -120m
2.6.1 Earth work in excavation by mechanical means (Hydraulicexcavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out anddisposal of excavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge. All kinds of soil
60.7.1 DRY RUBBLE MASONRY - Dry rubble without cocrete 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 gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stoneaggregate 20 mm nominal size)
Retaining wall Type B (1.20m ht) -15m
2.6.1 Earth work in excavation by mechanical means (Hydraulicexcavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out anddisposal of excavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge. All kinds of soil
60.7.1 DRY RUBBLE MASONRY - Dry rubble without cocrete 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 gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stoneaggregate 20 mm nominal size)
Retaining wall TYPE C (1.50m ht) -60m
2.6.1 Earth work in excavation by mechanical means (Hydraulicexcavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out anddisposal of excavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge. All kinds of soil
60.7.1 DRY RUBBLE MASONRY - Dry rubble without cocrete 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 gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stoneaggregate 20 mm nominal size)
RCC Foot slab - 1 No.
2.6.1 Earth work in excavation by mechanical means (Hydraulicexcavator)/manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out anddisposal of excavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge. All kinds of soil
60.7.1 DRY RUBBLE MASONRY - Dry rubble without cocrete 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
7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up 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)
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)
5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
5.9.3 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform
4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
SURENDRAN B
K V SHIBU
VINOD KUMAR R
VINAYAKA CONSTRECTIONS
AJITHKUMAR BHASKARAN NAIR
BINU S
D MANOHARAN
BALARAJ G
G PREMKUMAR
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