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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-Finance | ₹10.0 L | L1 | Accepted-Finance Lowest quoted bidder accepted |
| 2 | L2₹10.4 L+₹40,486.24 (4.06%)Accepted-Finance | ₹10.4 L+₹40,486.24 (4.06%) | L2 | Accepted-Finance second lowest accepted |
| 3 | L3₹11.7 L+₹1.7 L (17.2%)Rejected-Finance | ₹11.7 L+₹1.7 L (17.2%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹11.9 L+₹1.9 L (19.2%)Rejected-Finance THRIKKARAUVE GRAMA PANCHAYATH | ₹11.9 L+₹1.9 L (19.2%) | L4 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | VIJAYAN PILLAI J L1 | SANDEEP S PANICKER L3 | G. S. DILEEPKUMAR L2 | BERNISKONI M L4 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD CONSTRUCTION | |||||||
| 1.00 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 28.8 | cum | 790 ₹22,752 Lowest | 940 ₹27,072 | 823 ₹23,702.4 | 945 ₹27,216 |
| 1.00 | OD194713/2025-2026: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 (11.4.1.1 formwork excluded)
Unit = cum <br><br>a) Material | 5.76 | cum | 7,270 ₹41,875.2 Lowest | 8,481 ₹48,850.56 | 7,565 ₹43,574.4 | 8,660 ₹49,881.6 |
| 1.00 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 38.88 | cum | 7,389 ₹2,87,284.32 Lowest | 8,620 ₹3,35,145.6 | 7,688 ₹2,98,909.44 | 8,800 ₹3,42,144 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.81 | tonne | 84,367 ₹68,590.37 Lowest | 1,00,437 ₹81,655.28 | 87,782 ₹71,366.77 | 1,00,500 ₹81,706.5 |
| 1.00 | OD24298/2026-2027:Filling with available earth excluding rock in trenches, plinth, sides of foundation etc. in layers
not exceeding 20cm in depth, consolidating each layer depoisted, by ramming and watering lead
upto 50m and lift upto 1.5m | 28.8 | cum | 278 ₹8,006.4 Lowest | 331.76 ₹9,554.69 | 290 ₹8,352 | 335 ₹9,648 |
| 1.01 | OD194975/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not
exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up
to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 69.33 | cum | 440 ₹30,505.2 Lowest | 524.53 ₹36,365.66 | 458 ₹31,753.14 | 530 ₹36,744.9 |
| 1.01 | OD26202/2026-2027:Providing cross drainage pipe using 110mm dia. PVC pipes working pressure 6kg
/sq.cm including cost of materials, conveyance, labour charges etc. complete. | 30 | metre | 217 ₹6,510 Lowest | 258.16 ₹7,744.8 | 226 ₹6,780 | 260 ₹7,800 |
| 1.01 | OD194977/2025-2026:Surface dressing of the ground in All kinds of soil 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. | 66 | sqm | 30 ₹1,980 Lowest | 36.75 ₹2,425.5 | 32 ₹2,112 | 37 ₹2,442 |
| 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. | 34.62 | cum | 2,087 ₹72,251.94 Lowest | 2,484 ₹85,996.08 | 2,171 ₹75,160.02 | 2,485 ₹86,030.7 |
Tender Value
₹11.9 L
EMD Value
₹29,660
Closing Date
6 Jul 2026, 6:00 pmClosed
Assistant Engineer
ASSISTANT ENGINEER, OFFICE OF ASSISTANT EXECUTIVE ENGINEER, CHITTUMALA BP
Thrikkaruva GP Ward 4 Inchavila vayaykkal kizhakkathil odappuram panayam Balakrishna pilla nedumthara irakkam road sidewall concrete
2026_LSGD_857755_1
01/AE/LSGD/CTML/2026
Open Tender
Civil Works - Roads
Item Rate
Chittumala Block Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹29,660
Yes
20 Aug 2026
27 Jun 2026
8 Jul 2026
27 Jun 2026
6 Jul 2026
27 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONSTRUCTION | |||||
| 1.001 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | - | cum | - | - |
| 1.002 | OD194713/2025-2026:Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203
I. P.C.C grade M 10
(i) Nominal mix 1:3:6 (11.4.1.1 formwork excluded)
Unit = cum &lt;br&gt;&lt;br&gt;a) Material | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.005 | OD24298/2026-2027:Filling with available earth excluding rock in trenches, plinth, sides of foundation etc. in layers
not exceeding 20cm in depth, consolidating each layer depoisted, by ramming and watering lead
upto 50m and lift upto 1.5m | - | cum | - | - |
| 1.006 | OD194975/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not
exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up
to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 1 | cum | - | - |
| 1.007 | OD26202/2026-2027:Providing cross drainage pipe using 110mm dia. PVC pipes working pressure 6kg
/sq.cm including cost of materials, conveyance, labour charges etc. complete. | - | metre | - | - |
| 1.008 | OD194977/2025-2026:Surface dressing of the ground in All kinds of soil 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. | - | 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. | 1 | cum | - | - |
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