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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-Finance | L1 | Accepted-Finance LOWEST | |
| 2 | L2₹12.2 L+₹81,412.32 (7.14%)Rejected-Finance | L2 | Rejected-Finance SECOND LOWEST | |
| 3 | L3₹13.5 L+₹2.1 L (18.8%)Rejected-Finance | L3 | Rejected-Finance THIRD LOWEST | |
| 4 | L4₹13.6 L+₹2.2 L (18.9%)Rejected-Finance | L4 | Rejected-Finance FOURTH LOWEST |
| Sl No | Description | Qty | Unit | K.MADHU L2 | SHABU B. L3 | RAJESH KUMAR C L4 | SACHU U L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 7.8 | cum | 1,681.43 ₹13,115.15 | 1,866 ₹14,554.8 | 1,866 ₹14,554.8 | 1,569.45 ₹12,241.71 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 114.78 | cum | 8,461.18 ₹9,71,174.24 | 9,390 ₹10,77,784.2 | 9,390 ₹10,77,784.2 | 7,897.7 ₹9,06,498.01 Lowest |
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 72 | sqm | 46.99 ₹3,383.28 | 52 ₹3,744 | 65 ₹4,680 | 43.86 ₹3,157.92 Lowest |
| 1.00 | OD141654/2026-2027:Providing and laying of interlocking concrete block pavements using 60 mm Blocks (M-30) approved size, design and shape lade in required patten over and including a bed of 6 mm stone aggregate 50 mm average thickness etc complete as per the direction of Engineer in Charge | 78 | sqm | 1,115.82 ₹87,033.96 | 1,238 ₹96,564 | 1,238 ₹96,564 | 1,041.5 ₹81,237 Lowest |
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 1.91 | cum | 867.45 ₹1,655.09 | 962 ₹1,835.5 | 962 ₹1,835.5 | 809.66 ₹1,544.83 Lowest |
| 1.01 | OD139416/2026-2027:Supplying , lowering and placing in position CC ring of 0.90 m dia or nearest size for RainWater Collection Tank below road surface complete( excluding excavation work) | 10 | no | 976.73 ₹9,767.3 | 1,084 ₹10,840 | 1,084 ₹10,840 | 911.69 ₹9,116.9 Lowest |
| 1.01 | OD26199/2026-2027:10.25.2. 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 | 800 | kg | 169.35 ₹1,35,480 | 187 ₹1,49,600 | 187 ₹1,49,600 | 158 ₹1,26,400 Lowest |
Tender Value
₹13.6 L
EMD Value
₹33,900
Closing Date
3 Oct 2026, 6:00 pmClosed
LEEJIA REJU
AEE
Project no 712/2026-27-Maintenance of various at Anayira mulloor temple road in Kadakampally ward
2026_LSGD_872372_3
AEE/KZTM/DB/T11/2026-27
Open Tender
Civil Works - Roads
Item Rate
Kadakampally ward
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹33,900
Yes
9 Oct 2026
24 Sept 2026
5 Oct 2026
24 Sept 2026
3 Oct 2026
24 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 7.8 | cum | - | - |
| 1.002 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 114.78 | cum | - | - |
| 1.003 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 72 | sqm | - | - |
| 1.004 | OD141654/2026-2027:Providing and laying of interlocking concrete block pavements using 60 mm Blocks (M-30) approved size, design and shape lade in required patten over and including a bed of 6 mm stone aggregate 50 mm average thickness etc complete as per the direction of Engineer in Charge | 78 | sqm | - | - |
| 1.005 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 1.91 | cum | - | - |
| 1.006 | OD139416/2026-2027:Supplying , lowering and placing in position CC ring of 0.90 m dia or nearest size for RainWater Collection Tank below road surface complete( excluding excavation work) | 10 | no | - | - |
| 1.007 | OD26199/2026-2027:10.25.2. 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 | 800 | kg | - | - |
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