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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-Finance | ₹3.2 L | L1 | Accepted-Finance BOARD ACCEPTED |
| 2 | L2₹3.4 LRejected-Finance | ₹3.4 L | L2 | Rejected-Finance BOARD REJECTED |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical NULL | - | - | Rejected-Technical L6 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ABDUL SALAM PM L1 | MOHAMMED NAVAZ B L5 | ahammed C H B L6 | AJMAL SWALIH K L2 | B IBRAHIM L3 | ABDUL KHADER T A L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00DRAINAGE & COVERING SLAB | |||||||||
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 4.25 | cum | 7,088.66 ₹30,091.36 | 8,100 ₹34,384.50 | 8,569.94 ₹36,379.40 | 7,300 ₹30,988.50 | 7,900 ₹33,535.50 | 7,785.07 ₹33,047.62 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.31 | tonne | 72,010.8 ₹22,323.35 | 90,000 ₹27,900 | 87,058.48 ₹26,988.13 | 51,000 ₹15,810 | 80,000 ₹24,800 | 79,084.34 ₹24,516.15 |
| 2.00ROAD CONCRETE | |||||||||
| 2.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 258.4 | sqm | 11.48 ₹2,966.43 | 8 ₹2,067.20 | 13.88 ₹3,586.59 | 15 ₹3,876 | 8 ₹2,067.20 | 12.6 ₹3,255.84 |
| 2.00 | OD437080/2025-2026:Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. ( Modified 4.11.2) | 11.63 | cum | 145.93 ₹1,696.87 | 150 ₹1,744.20 | 176.43 ₹2,051.53 | 180 ₹2,093.04 | 180 ₹2,093.04 | 160.3 ₹1,863.97 |
| 2.00 | 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) | 38.76 | cum | 6,856.97 ₹2.7 L | 7,500.6 ₹2.9 L | 8,289.84 ₹3.2 L | 7,300 ₹2.8 L | 7,325 ₹2.8 L | 7,530.5 ₹2.9 L |
Tender Value
₹4.2 L
EMD Value
₹10,590
Closing Date
21 Feb 2026, 6:00 pmClosed
AE
CHENGALA GP
Annual Plan-CHENGALA GP 675/25-26-SANTHOSH NAGAR KUNJIKKANAM MASJID ROAD MASJID SIDE CONCRETE DRAINAGE COVERING SLAB IN WARD 11
2026_LSGD_835916_27
AE/LIDEW/CH/ET/05/25-26
Open Tender
Civil Works - Roads
120 days
CHENGALA
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,590
Yes
10 Mar 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
DRAINAGE & COVERING SLAB
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
ROAD CONCRETE
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD437080/2025-2026:Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. ( Modified 4.11.2)
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)
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