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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-Finance | ₹7.8 L | L1 | Accepted-Finance COUNCIL ACCEPTED |
| 2 | L2₹7.9 LRejected-Finance KOTTAPADI NO 4 | KOTTAYAM | KERALA | 686001 | ₹7.9 L | L2 | Rejected-Finance COUNCIL REJECTED |
| Sl No | Description | Qty | Unit | PUSHPAKARAN L2 | P.SUNILKUMAR L1 |
|---|---|---|---|---|---|
| 1.00DRAIN AND COVERING SLABS | |||||
| 1.00 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 21 | cum | 731.2 ₹15,355.20 | 730 ₹15,330 |
| 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 | 24 | cum | 410.59 ₹9,854.16 | 400 ₹9,600 |
| 1.00 | OD18827/2026-2027:( Ref.Spec.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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 9.6 | cum | 8,049.4 ₹77,274.24 | 8,000 ₹76,800 |
| 1.00 | 11.4.1.2: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> (ii) Nominal mix 1:3.6 (Hand mixing) | 25.2 | cum | 8,719.27 ₹2.2 L | 8,600 ₹2.2 L |
| 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) | 6.1 | cum | 8,543.65 ₹52,116.27 | 8,700 ₹53,070 |
| 1.01 | OD19394/2026-2027: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.
(ii) Using Gravel mix soil. | 3.4 | cum | 2,189.49 ₹7,444.27 | 2,200 ₹7,480 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 20.54 | cum | 9,194.94 ₹1.9 L | 9,150 ₹1.9 L |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.26 | tonne | 93,406.69 ₹2.1 L | 92,402 ₹2.1 L |
| 1.01 | OD18833/2026-2027:Engaging man coolies for lifting and laying existing slabs | 6 | each | 1,048.44 ₹6,290.64 | 1,000 ₹6,000 |
Tender Value
₹8.5 L
EMD Value
₹21,182
Closing Date
25 May 2026, 4:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Executive Engineer ,Guruvayur Municipality
Annual Plan-PRO.NO.85/2026-27 GURUVAYUR ZONE -CONSTRUCTION OF DRAIN AND COVERING SLAB AT GANDHI NAGAR ROAD IN WARD - 34-GURUVAYUR MUNICIPALITY-General Civil Work
2026_LSGD_851866_9
Etdr 09/2026
Open Tender
Civil Works - Roads
300 days
GURUVAYUR
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
₹21,182
4 Jun 2026
19 May 2026
26 May 2026
19 May 2026
25 May 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1DRAIN AND COVERING SLABS | ||||||
| 1.001 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD18827/2026-2027:( Ref.Spec.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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 11.4.1.2: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> (ii) Nominal mix 1:3.6 (Hand mixing) | 1 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 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) | 1 | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | OD19394/2026-2027: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.
(ii) Using Gravel mix soil. | 1 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | OD18833/2026-2027:Engaging man coolies for lifting and laying existing slabs | - | each | - | - | BI01010001010000000000000515BI0100001122 |
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