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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹32.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹33.6 L+₹84,659.91 (2.58%)Admitted-Fee/PreQual/Technical/Finance 2003 SUB TREASURY NILESWAR | ₹33.6 L+₹84,659.91 (2.58%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹35.5 L+₹2.7 L (8.30%)Admitted-Fee/PreQual/Technical/Finance | ₹35.5 L+₹2.7 L (8.30%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹36.1 L+₹3.3 L (10.0%)Admitted-Fee/PreQual/Technical/Finance | ₹36.1 L+₹3.3 L (10.0%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹37.8 L+₹5.0 L (15.2%)Admitted-Fee/PreQual/Technical/Finance | ₹37.8 L+₹5.0 L (15.2%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MOHAMMED MUSTHAFA V L5 | T. RAMARAJAN L4 | CIYADALI K A L6 | Babu K L2 | MATHEW K.P L1 | ANWAR V A L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00DEEPENING AND WIDENINING OF THODU - 900 M | |||||||||
| 1.00 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 2,064.15 | cum | 243.02 ₹5,01,629.73 | 232.12 ₹4,79,130.5 | 250 ₹5,16,037.5 | 204.82 ₹4,22,779.2 Lowest | 211 ₹4,35,535.65 | 228.52 ₹4,71,699.56 |
| 2.00DR MASONRY RETAINING WALL 1.5 M HT- 360 M | |||||||||
| 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 237.6 | cum | 243.02 ₹57,741.55 | 232.12 ₹55,151.71 | 250 ₹59,400 | 217.7 ₹51,725.52 | 211 ₹50,133.6 Lowest | 228.52 ₹54,296.35 |
| 2.00 | OD1046/2026-2027: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. | 615.6 | cum | 3,767.03 ₹23,18,983.67 | 3,598.1 ₹22,14,990.36 | 3,875 ₹23,85,450 | 3,384.46 ₹20,83,473.58 | 3,270.64 ₹20,13,405.98 Lowest | 3,542.2 ₹21,80,578.32 |
| 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 | 72.1 | sqm | 364.27 ₹26,263.87 | 347.93 ₹25,085.75 | 375 ₹27,037.5 | 327.27 ₹23,596.17 | 316.27 ₹22,803.07 Lowest | 342.52 ₹24,695.69 |
| 2.00 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 801 | kilogram | 106.06 ₹84,954.17 | 101.29 ₹81,133.39 | 110 ₹88,110.11 | 95.28 ₹76,319.38 | 92.08 ₹73,756.17 Lowest | 99.73 ₹79,883.83 |
| 2.00 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 18 | cum | 9,894.06 ₹1,78,093.08 | 9,450.38 ₹1,70,106.84 | 10,000 ₹1,80,000 | 8,863.01 ₹1,59,534.18 | 8,590.3 ₹1,54,625.4 Lowest | 9,303.54 ₹1,67,463.72 |
| 3.00RCC RETAINING WALL 3.5M HT - 8 M LENGTH | |||||||||
| 3.00 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 32.8 | cum | 243.02 ₹7,971.06 | 232.12 ₹7,613.54 | 250 ₹8,200 | 218.34 ₹7,161.55 | 211 ₹6,920.8 Lowest | 228.52 ₹7,495.46 |
Tender Value
₹40.0 L
EMD Value
₹50,000
Closing Date
12 Sept 2026, 4:00 pmClosed
Deputy Director of Soil Conservation
Directorate of Soil Survey and Soil Conservation, 4th Floor, Centre Plaza Building, Vazhuthacaud
Deepening and widening of thodu- 900 Rm, DR retaining wall 1.5m ht- 360 Rm, RCC Retaining wall 3.5m ht - 8 Rm, Cross checks- 6 nos
2026_DSSC_867774_1
SOIL/DSSSC/34/2026-2027
Open Tender
Civil Works - Others
Item Rate
180 days
Puthuppariyaram gramapanchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
18 Sept 2026
5 Sept 2026
14 Sept 2026
5 Sept 2026
12 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DEEPENING AND WIDENINING OF THODU - 900 M | |||||
| 1.001 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 2,064.15 | cum | - | - |
| 2DR MASONRY RETAINING WALL 1.5 M HT- 360 M | |||||
| 2.001 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 237.6 | cum | - | - |
| 2.002 | OD1046/2026-2027: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. | 615.6 | cum | - | - |
| 2.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 72.1 | sqm | - | - |
| 2.004 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 801 | kilogram | - | - |
| 2.005 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 18 | cum | - | - |
| 3RCC RETAINING WALL 3.5M HT - 8 M LENGTH | |||||
| 3.001 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 32.8 | cum | - | - |
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