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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-Finance KAITHADI THOONGARAVALLY ROAD W 1 | THRISSUR | KERALA | 680667 | L1 | Accepted-Finance L1 | |
| 2 | L2₹7.3 L+₹25,030 (3.55%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical rEJECT |
| Sl No | Description | Qty | Unit | SATHYARAJAN K L2 | Abhijith Surendran L3 | HAREES L1 |
|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||
| 1.00 | OD169236/2026-2027: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 compacting aggregate obtained from
scarifying with power roller as per Technical Specification Clause 301.4 | 288 | sqm | 3.95 ₹1,137.6 | 6.8 ₹1,958.4 | 3.8 ₹1,094.4 Lowest |
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 7.2 | cum | 414.39 ₹2,983.61 | 432 ₹3,110.4 | 338 ₹2,433.6 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 11.75 | cum | 380.79 ₹4,474.28 | 75 ₹881.25 Lowest | 370 ₹4,347.5 |
| 1.00 | OD169242/2026-2027:DR PACKING Under foundation using departmental Rubble - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site | 5.88 | cum | 1,007.79 ₹5,925.81 | 1,100 ₹6,468 | 981 ₹5,768.28 Lowest |
| 1.00 | OD169244/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 2.35 | cum | 7,465.17 ₹17,543.15 | 7,356 ₹17,286.6 | 7,270 ₹17,084.5 Lowest |
| 1.01 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 22.12 | cum | 7,587.26 ₹1,67,830.19 | 7,917.1 ₹1,75,126.25 | 7,388 ₹1,63,422.56 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.38 | tonne | 86,627.17 ₹32,485.19 | 90,363 ₹33,886.13 | 84,367 ₹31,637.63 Lowest |
| 1.01 | OD169238/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 115.2 | per sqm | 31.69 ₹3,650.69 | 33 ₹3,801.6 | 30 ₹3,456 Lowest |
| 1.01 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local 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. <br>(ii) Using Gravel mix soil. | 15 | cum | 2,142.46 ₹32,136.9 | 3,015 ₹45,225 | 2,086 ₹31,290 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,178
Closing Date
11 Sept 2026, 3:00 pmClosed
NAJEEM K E
OFFICE OF THE ASSISTANT ENGINEER, LID EW SECTION, ANCHAL GRAMA PANCHAYATH, ANCHAL, KOLLAM
141/27 PONGUM MUKAL-TRANSFORMER ROAD MAINTENANCE IN ANCHAL GP
2026_LSGD_867163_19
01/TEN/AE/LIDEW/ACL/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
ANCHAL GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,178
Yes
7 Oct 2026
3 Sept 2026
14 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | OD169236/2026-2027: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 compacting aggregate obtained from
scarifying with power roller as per Technical Specification Clause 301.4 | - | sqm | - | - |
| 1.002 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | - | cum | - | - |
| 1.003 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.004 | OD169242/2026-2027:DR PACKING Under foundation using departmental Rubble - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site | 1 | cum | - | - |
| 1.005 | OD169244/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.006 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.008 | OD169238/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | - | per sqm | - | - |
| 1.009 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local 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. <br>(ii) Using Gravel mix soil. | - | cum | - | - |
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