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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.5 LAccepted-AOC NEDUMKANDAM GP | IDUKKI | KERALA | 685501 | ₹8.5 L | 1 | Accepted-AOC L1 |
| 2 | 2₹9.2 LRejected-Finance N A | PALWAL | HARYANA | 121004 | ₹9.2 L | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | HARIKRISHNAN L2 | SABU THOMAS L1 |
|---|---|---|---|---|---|
| 1.00APPENDIX -A CONSTRUCTION OF ADITIONAL SEPTIC TANK & SOAK PIT | |||||
| 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 | 48.91 | cum | 260 ₹12,717.38 | 257.63 ₹12,601.46 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.25 | cum | 7,940 ₹9,925 | 7,932.89 ₹9,916.11 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1.5 | sqm | 390 ₹585 | 386.16 ₹579.24 |
| 1.00 | 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 derived from natural sources) | 6.17 | cum | 10,000 ₹61,730 | 9,963.93 ₹61,507.34 |
| 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) | 4.35 | cum | 10,500 ₹45,717 | 10,488.77 ₹45,668.1 |
| 1.01 | 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 | 990.97 | kilogram | 150 ₹1,48,645.5 | 112.43 ₹1,11,414.76 |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 32.22 | metre | 250 ₹8,055 | 228.13 ₹7,350.35 |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 63.64 | sqm | 900 ₹57,276 | 839.6 ₹53,432.14 |
| 1.01 | OD436234/2025-2026:DRY RUBBLE MASONRY-Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to the line and level, cost and conveyance of all materials, labour charges etc complete as per the direction of engineer in charge | 9.81 | cum | 4,000 ₹39,252 | 3,993.46 ₹39,187.82 |
Tender Value
₹8.5 L
EMD Value
₹21,179
Closing Date
28 Jan 2026, 6:00 pmClosed
ASSISTANT ENGINEER
LID AND EW SECTION NEDUMKANDAM
RENNOVATION OF NEDUMKANDAM BUS STAND TOILET COMPLEX
2026_LSGD_829340_2
15/AE/LID AND EW/NDKM/TENDER/25-26
Limited
Civil Works - Others
120 days
NEDUMKANDAM
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
₹21,179
4 Jun 2026
21 Jan 2026
31 Jan 2026
21 Jan 2026
28 Jan 2026
21 Jan 2026
APPENDIX -A CONSTRUCTION OF ADITIONAL SEPTIC TANK & SOAK PIT
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
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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 derived from natural sources)
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)
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
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
OD436234/2025-2026:DRY RUBBLE MASONRY-Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to the line and level, cost and conveyance of all materials, labour charges etc complete as per the direction of engineer in charge
APPENDIX -A CONSTRUCTION OF DRAINAGE
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
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
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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)
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
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