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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.6 CrAccepted-Finance | ₹1.6 Cr | 1 | Accepted-Finance 1st lowest |
| 2 | 2₹1.9 Cr+₹25.3 L (15.7%)Accepted-Finance THOTTUNGAL HOUSE KUMARAPURAM P O PALLIKKARA | ₹1.9 Cr+₹25.3 L (15.7%) | 2 | Accepted-Finance 2nd lowest |
| 3 | 3₹1.9 Cr+₹31.0 L (19.2%)Accepted-Finance | ₹1.9 Cr+₹31.0 L (19.2%) | 3 | Accepted-Finance 3rd lowest |
| 4 | 4₹1.9 Cr+₹31.7 L (19.7%)Accepted-Finance MATHRAKKATTU BRAHMAPURAM P O AMBALAMEDU ERNAKULAM 682 303 | ERNAKULAM | ERNAKULAM | KERALA | 682303 | ₹1.9 Cr+₹31.7 L (19.7%) | 4 | Accepted-Finance 4th lowest |
| 5 | 5₹2.2 Cr+₹56.7 L (35.2%)Accepted-Finance | ₹2.2 Cr+₹56.7 L (35.2%) | 5 | Accepted-Finance 5th lowest |
| Sl No | Description | Qty | Unit | T. C.Kunjumon L1 | Asharaf T A L5 | SUDHEER M E L4 | M.K.MOIDEEN L3 | YES YEM CONSTRUCTION L6 | jazir sabah L7 | Mountcarve Projects LLP L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials. All kinds of soil. | 38 | cum | 5,282 ₹5,282 | 11,400 ₹11,400 | 15,200 ₹15,200 | 4,180 ₹4,180 | 7,220 ₹8,519.6 | 7,600 ₹8,968 | 2,280 ₹2,690.4 Lowest |
| 1.00 | Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 2 | cum | 780 ₹780 Lowest | 1,200 ₹1,200 | 1,600 ₹1,600 | 1,300 ₹1,300 | 900 ₹1,062 | 1,200 ₹1,416 | 732 ₹863.76 |
| 1.00 | Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 85 | cum | 53,550 ₹53,550 | 2,12,500 ₹2,12,500 | 1,27,500 ₹1,27,500 | 1,99,750 ₹1,99,750 | 1,27,500 ₹1,50,450 | 1,53,000 ₹1,80,540 | 43,350 ₹51,153 Lowest |
| 1.00 | 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 40 mm nominal size) | 40 | cum | 3,03,600 ₹3,03,600 | 3,40,000 ₹3,40,000 | 2,80,000 ₹2,80,000 | 2,76,000 ₹2,76,000 Lowest | 3,20,000 ₹3,77,600 | 3,00,000 ₹3,54,000 | 3,12,000 ₹3,68,160 |
| 1.00 | 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) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 480 | cum | 31,82,400 ₹31,82,400 | 31,20,000 ₹31,20,000 | 43,20,000 ₹43,20,000 | 28,80,000 ₹28,80,000 | 33,60,000 ₹39,64,800 | 36,00,000 ₹42,48,000 | 23,61,600 ₹27,86,688 Lowest |
| 1.01 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) | 260 | cum | 17,96,600 ₹17,96,600 | 18,20,000 ₹18,20,000 | 23,40,000 ₹23,40,000 | 20,15,000 ₹20,15,000 | 20,80,000 ₹24,54,400 | 21,32,000 ₹25,15,760 | 13,26,000 ₹15,64,680 Lowest |
| 1.01 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 815 | sqm | 3,17,035 ₹3,17,035 | 2,85,250 ₹2,85,250 | 2,44,500 ₹2,44,500 Lowest | 3,66,750 ₹3,66,750 | 2,20,050 ₹2,59,659 | 2,60,800 ₹3,07,744 | 2,90,955 ₹3,43,326.9 |
| 1.01 | 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 | 7,655 | kg | 7,84,637.5 ₹7,84,637.5 | 8,42,050 ₹8,42,050 | 6,50,675 ₹6,50,675 Lowest | 7,11,915 ₹7,11,915 | 7,57,845 ₹8,94,257.1 | 7,27,225 ₹8,58,125.5 | 6,65,985 ₹7,85,862.3 |
| 1.01 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 2,730 | kg | 2,92,110 ₹2,92,110 | 3,00,300 ₹3,00,300 | 2,32,050 ₹2,32,050 Lowest | 2,53,890 ₹2,53,890 | 2,70,270 ₹3,18,918.6 | 2,64,810 ₹3,12,475.8 | 2,37,510 ₹2,80,261.8 |
| 1.01 | 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 | 105 | cum | 10,59,450 ₹10,59,450 | 11,02,500 ₹11,02,500 | 10,50,000 ₹10,50,000 | 10,39,500 ₹10,39,500 Lowest | 8,92,500 ₹10,53,150 | 9,98,550 ₹11,78,289 | 9,38,700 ₹11,07,666 |
Tender Value
₹2.4 Cr
EMD Value
₹1 L
Closing Date
20 Aug 2026, 3:00 pmClosed
Executive Engineer
Office of Executive Engineer TD KSEBL Brahmapuram
Construction of a new 220/66kV system at 220kV substation, Ambalamugal-66kV Yard preparation -General Civil Work
2026_KSEB_862005_1
TDB 03/2026-27/dtd 22/07/2026
Open Tender
Civil Works - Others
Item Rate
180 days
220kV Substation Ambalamugal
Please refer Tender documents.
5 documents required · 5 mandatory
₹8,850
₹1 L
16 Sept 2026
23 Jul 2026
21 Aug 2026
23 Jul 2026
20 Aug 2026
23 Jul 2026
23 Jul 2026 - 10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.001 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials. All kinds of soil. | - | cum | 14.78 | - |
| 1.002 | Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | - | cum | 597.57 | - |
| 1.003 | Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | - | cum | 5,073.63 | - |
| 1.004 | 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 40 mm nominal size) | - | cum | 2,045.12 | - |
| 1.005 | 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) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | 2,983.59 | - |
| 1.006 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | 64.74 | - |
| 1.007 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | 200.4 | - |
| 1.008 | 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 | - | kg | 1,730.2 | - |
| 1.009 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | - | kg | 184.54 | - |
| 0.000 | 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 | - | cum | 214.03 | - |
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