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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAdmitted-Fee/PreQual/Technical/Finance KOICKAL H POICKATTUSSERY CHENGAMANADU KERALA | ERNAKULAM | KERALA | 683572 | ₹4.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.6 L+₹11,223.90 (2.53%)Admitted-Fee/PreQual/Technical/Finance NEDUMBASSERY P O ERNAKULAM DIST | ERNAKULAM | KERALA | 683585 | ₹4.6 L+₹11,223.90 (2.53%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.8 L+₹32,083.11 (7.22%)Admitted-Fee/PreQual/Technical/Finance | ₹4.8 L+₹32,083.11 (7.22%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹4.8 L+₹37,064.81 (8.34%)Admitted-Fee/PreQual/Technical/Finance | ₹4.8 L+₹37,064.81 (8.34%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹4.8 L+₹39,470.26 (8.89%)Admitted-Fee/PreQual/Technical/Finance | ₹4.8 L+₹39,470.26 (8.89%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SANILKUMAR.A.G L2 | SAHEER E A L4 | ITTEERA K.I. L1 | T.V POULOSE L5 | Sijo P. L L3 | sandeep tn L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00TILE PAVEMENT | |||||||||
| 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 | 26.88 | cum | 395.58 ₹10,633.19 | 418.01 ₹11,236.11 | 385.87 ₹10,372.19 Lowest | 400 ₹10,752 | 413.69 ₹11,119.99 | 441.5 ₹11,867.52 |
| 1.00 | OD153338/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way levelling cambering etc. complete as per the direction of Engineer in charge | 162.4 | sqm | 27.96 ₹4,540.7 | 29.54 ₹4,797.3 | 27.27 ₹4,428.65 Lowest | 30 ₹4,872 | 29.23 ₹4,746.95 | 31.2 ₹5,066.88 |
| 1.00 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 16.24 | cum | 3,034.57 ₹49,281.42 | 3,206.62 ₹52,075.51 | 2,960.06 ₹48,071.37 Lowest | 3,000 ₹48,720 | 3,173.43 ₹51,536.5 | 3,300 ₹53,592 |
| 1.00 | OD153344/2026-2027:Providing and laying of Interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size, design and shape , laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc. complete as per the direction of Engineer in charge | 151.2 | sqm | 1,039.66 ₹1,57,196.59 | 1,098.6 ₹1,66,108.32 | 1,014.13 ₹1,53,336.46 Lowest | 1,100 ₹1,66,320 | 1,087.23 ₹1,64,389.18 | 1,130 ₹1,70,856 |
| 1.00 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 4.48 | cum | 8,065.31 ₹36,132.59 | 8,522.58 ₹38,181.16 | 7,867.28 ₹35,245.41 Lowest | 8,500 ₹38,080 | 8,434.37 ₹37,785.98 | 9,001.46 ₹40,326.54 |
| 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) | 10.08 | cum | 7,881.99 ₹79,450.46 | 8,328.87 ₹83,955.01 | 7,688.46 ₹77,499.68 Lowest | 8,500 ₹85,680 | 8,242.66 ₹83,086.01 | 8,796.86 ₹88,672.35 |
| 1.01 | 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) | 3.23 | cum | 8,231.31 ₹26,578.9 | 8,698 ₹28,085.84 | 8,029.2 ₹25,926.29 Lowest | 9,000 ₹29,061 | 8,607.97 ₹27,795.14 | 9,100 ₹29,383.9 |
| 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 | 5.38 | cum | 8,855 ₹47,604.48 | 9,361.05 ₹50,325 | 8,630 ₹46,394.88 Lowest | 9,500 ₹51,072 | 9,264.16 ₹49,804.12 | 9,887 ₹53,152.51 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.49 | tonne | 89,991.83 ₹44,006 | 95,094.05 ₹46,500.99 | 87,782.21 ₹42,925.5 Lowest | 1,00,437 ₹49,113.69 | 94,109.76 ₹46,019.67 | 1,00,437.31 ₹49,113.84 |
Tender Value
₹5.1 L
EMD Value
₹12,708
Closing Date
15 Sept 2026, 4:00 pmClosed
Assistant Engineer
O/o The Assistant Executive Engineer LSGD Sub Division Parakkadavu Block Panchayath
Annual Plan-PKD BP 170/2026-27- ILLATHUKADAVU ROAD RENOVATION IN KUNNUKARA GP-General Civil Work
2026_LSGD_868295_1
3/26-27
Open Tender
Civil Works - Others
Item Rate
LSGD Sub Division Parakkadavu Block
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,708
Yes
17 Sept 2026
8 Sept 2026
17 Sept 2026
8 Sept 2026
15 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1TILE PAVEMENT | |||||
| 1.001 | 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 | 26.88 | cum | - | - |
| 1.002 | OD153338/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way levelling cambering etc. complete as per the direction of Engineer in charge | 162.4 | sqm | - | - |
| 1.003 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 16.24 | cum | - | - |
| 1.004 | OD153344/2026-2027:Providing and laying of Interlocking concrete block pavements using 80mm M40 hydraulic blocks of approved size, design and shape , laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc. complete as per the direction of Engineer in charge | 151.2 | sqm | - | - |
| 1.005 | 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 | 4.48 | 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) | 10.08 | cum | - | - |
| 1.007 | 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) | 3.23 | cum | - | - |
| 1.008 | 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 | 5.38 | cum | - | - |
| 1.009 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.49 | tonne | - | - |
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