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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-Finance | ₹4.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹4.9 LRejected-Finance | ₹4.9 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | ABDUL HARIS L2 | MUHAMMAD SHFVAN K A L4 | MUNAFFIR C A L1 | HANEEFA K L6 | ABDUL HAMEED AC L3 | ZAYN INFRASTRUCTURE PRIVATE LIMITED L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD RENOVATION | |||||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 9.13 | cum | 53.41 ₹487.90 | 54.32 ₹496.21 | 50.23 ₹458.85 | 124 ₹1,132.74 | 62 ₹566.37 | 124 ₹1,132.74 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 9.13 | cum | 7,450.42 ₹68,059.59 | 7,576.73 ₹69,213.43 | 7,006.86 ₹64,007.67 | 7,900 ₹72,166.50 | 7,200 ₹65,772 | 7,900 ₹72,166.50 |
| 2.00SIDE PROTECTION | |||||||||
| 2.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 18.02 | cum | 54.65 ₹985.07 | 55.58 ₹1,001.83 | 51.4 ₹926.49 | 49 ₹883.23 | 320 ₹5,768 | 49 ₹883.23 |
| 2.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 2.58 | cum | 7,012.35 ₹18,056.80 | 7,131.24 ₹18,362.94 | 6,594.88 ₹16,981.82 | 6,800 ₹17,510 | 6,900 ₹17,767.50 | 6,800 ₹17,510 |
| 2.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 56.62 | cum | 6,852.53 ₹3.9 L | 6,968.71 ₹3.9 L | 6,444.57 ₹3.6 L | 8,900 ₹5.0 L | 6,800 ₹3.9 L | 8,430 ₹4.8 L |
| 2.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.16 | tonne | 78,243.03 ₹12,831.86 | 79,569.6 ₹13,049.41 | 73,584.92 ₹12,067.93 | 1,02,000 ₹16,728 | 90,000 ₹14,760 | 1,02,000 ₹16,728 |
| 2.00 | OD415099/2024-2025:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg
/sq.cm including cost of materials, conveyance, labour charges etc. complete. | 25.2 | metre | 95.23 ₹2,399.80 | 96.85 ₹2,440.62 | 89.56 ₹2,256.91 | 250 ₹6,300 | 230 ₹5,796 | 180 ₹4,536 |
Tender Value
₹5.9 L
EMD Value
₹14,820
Closing Date
15 Nov 2025, 5:00 pmClosed
AE
CHENGALA
MULTI YEAR PROJECT-CHENGALA GP 776/25-26-BERKA MEDUNKANAM CROSS ROAD RENOVATION AND SIDE PROTECTION
2025_LSGD_819931_1
AE/LIDEW/CH/ET/04/25-26
Open Tender
Civil Works - Roads
120 days
CHENGALA
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,310
Yes
₹14,820
Yes
20 Apr 2026
7 Nov 2025
17 Nov 2025
7 Nov 2025
15 Nov 2025
7 Nov 2025
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