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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Fee/PreQual/Technical/Finance NEDUMBASSERY P O ERNAKULAM DIST | ERNAKULAM | KERALA | 683585 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.6 L+₹1,937.36 (0.53%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.8 L+₹19,899.51 (5.48%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.8 L+₹21,973.59 (6.06%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹3.9 L+₹29,848.42 (8.23%)Admitted-Fee/PreQual/Technical/Finance KOICKAL H POICKATTUSSERY CHENGAMANADU KERALA | ERNAKULAM | KERALA | 683572 | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | T.V POULOSE L2 | SANILKUMAR.A.G L1 | ITTEERA K.I. L5 | ASHRAF P K L4 | Sijo P. L L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Side protection | ||||||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. 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. (D) Dry Rubble Masonry | 29.25 | cum | 410 ₹11,992.5 Lowest | 411.75 ₹12,043.69 | 445.63 ₹13,034.68 | 436.69 ₹12,773.18 | 434.34 ₹12,704.45 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 39 | cum | 380 ₹14,820 | 378.37 ₹14,756.43 Lowest | 409.49 ₹15,970.11 | 401.28 ₹15,649.92 | 399.12 ₹15,565.68 |
| 1.00 | OD102433/2026-2027:Dry rubble masonry - Dry rubble masonry with good quality departmental rubble including labour charges etc. complete as per the direction of departmental officers at site Modified 60.71 | 20.48 | cum | 1,600 ₹32,760 | 1,531.91 ₹31,365.86 Lowest | 1,657.93 ₹33,946.12 | 1,624.69 ₹33,265.53 | 1,615.93 ₹33,086.17 |
| 1.00 | OD101656/2026-2027:Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per the direction of the departmental officers at site | 59.48 | cum | 3,450 ₹2,05,188.75 Lowest | 3,565.31 ₹2,12,046.81 | 3,858.6 ₹2,29,490.24 | 3,781.22 ₹2,24,888.06 | 3,760.84 ₹2,23,675.96 |
| 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 | 4.88 | cum | 8,600 ₹41,925 | 8,473.19 ₹41,306.8 Lowest | 9,170.23 ₹44,704.87 | 8,986.33 ₹43,808.36 | 8,937.88 ₹43,572.17 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.44 | tonne | 1,00,437.31 ₹44,091.98 | 86,074.77 ₹37,786.82 Lowest | 93,155.61 ₹40,895.31 | 91,287.47 ₹40,075.2 | 90,795.33 ₹39,859.15 |
| 1.01 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 8.78 | cum | 570 ₹5,001.75 | 564.57 ₹4,954.1 Lowest | 611.01 ₹5,361.61 | 598.76 ₹5,254.12 | 595.53 ₹5,225.78 |
| 1.01 | 4.1.A.1: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. (i) For Grading I Material | 2.92 | cum | 3,000 ₹8,775 | 2,860.56 ₹8,367.14 Lowest | 3,095.88 ₹9,055.45 | 3,033.8 ₹8,873.87 | 3,017.44 ₹8,826.01 |
| 1.01 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 4.5 | cum | 50 ₹225 | 47.77 ₹214.97 Lowest | 51.7 ₹232.65 | 50.66 ₹227.97 | 50.39 ₹226.76 |
Tender Value
₹4.2 L
EMD Value
₹10,585
Closing Date
31 Oct 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
O/o The Assistant Executive Engineer LSGD Sub Division Parakkadavu Block Panchayath
Annual Plan-PKD BP 191/2026-27- CHANDELIPADAM ROAD SIDE PROTECTION IN WARD NO OF CHENGAMANAD GP-General Civil Work
2026_LSGD_881754_1
23/2026-27
Open Tender
Civil Works - Others
Item Rate
LSGD Sub Division Parakkadavu Block
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,585
Yes
2 Nov 2026
23 Oct 2026
2 Nov 2026
23 Oct 2026
31 Oct 2026
23 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side protection | |||||
| 1.001 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. 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. (D) Dry Rubble Masonry | 29.25 | cum | - | - |
| 1.002 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 39 | cum | - | - |
| 1.003 | OD102433/2026-2027:Dry rubble masonry - Dry rubble masonry with good quality departmental rubble including labour charges etc. complete as per the direction of departmental officers at site Modified 60.71 | 20.48 | cum | - | - |
| 1.004 | OD101656/2026-2027:Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per the direction of the departmental officers at site | 59.48 | cum | - | - |
| 1.005 | 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 | 4.88 | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.44 | tonne | - | - |
| 1.007 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 8.78 | cum | - | - |
| 1.008 | 4.1.A.1: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. (i) For Grading I Material | 2.93 | cum | - | - |
| 1.009 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 4.5 | cum | - | - |
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