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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹5.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.3 L+₹52,606.62 (9.14%)Admitted-Fee/PreQual/Technical/Finance CHOKLI PO CHOKLI PIN 670672 | CHOKLI | KANNUR | KERALA | 670672 | ₹6.3 L+₹52,606.62 (9.14%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAJEEVAN PTK L1 | RANJITH KUMAR K M L2 |
|---|---|---|---|---|---|
| 1.00Soak pit | |||||
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 76.5 | cum | 311.57 ₹23,835.11 Lowest | 390 ₹29,835 |
| 1.00 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 33.66 | cum | 6,141.38 ₹2,06,718.85 Lowest | 6,600 ₹2,22,156 |
| 1.00 | 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) | 7.65 | cum | 9,084.98 ₹69,500.1 Lowest | 9,700 ₹74,205 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 25.5 | sqm | 334.47 ₹8,528.99 Lowest | 360 ₹9,180 |
| 1.00 | 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 | 650.25 | kilogram | 97.37 ₹63,314.84 Lowest | 110 ₹71,527.5 |
| 1.01 | 50.18.8.6.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 50 mm pipe 10 kgf/cm2 | 170 | metre | 482.68 ₹82,055.6 Lowest | 520 ₹88,400 |
| 1.01 | 50.18.9.6.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2 | 340 | metre | 286.24 ₹97,321.6 Lowest | 310 ₹1,05,400 |
| 1.01 | 23.5:Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges | 17.14 | cum | 1,414.53 ₹24,239.39 Lowest | 1,600 ₹27,417.6 |
Tender Value
₹6.1 L
EMD Value
₹15,258
Closing Date
20 Aug 2026, 6:00 pmClosed
AKSHITHA GB
Assitant Engineer LID EW SECTION ERAMALA GP
Eramala GP-Project No 116/26-Construction of soak pit in various Anganavadies-General Civil Work
2026_LSGD_863775_1
01/2026/AE/LIDEW/EGP
Open Tender
Civil Works - Others
Item Rate
300 days
EramalaGP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,350
Yes
₹15,258
Yes
22 Aug 2026
5 Aug 2026
22 Aug 2026
5 Aug 2026
20 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Soak pit | |||||
| 1.001 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | - | cum | - | - |
| 1.002 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 1 | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.005 | 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 | - | kilogram | - | - |
| 1.006 | 50.18.8.6.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 50 mm pipe 10 kgf/cm2 | - | metre | - | - |
| 1.007 | 50.18.9.6.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2 | - | metre | - | - |
| 1.008 | 23.5:Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges | 1 | cum | - | - |
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