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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.VII(1) dtd.29-06-2018 of Poothakulam GP | |
| 2 | L2₹3.6 L+₹22,384.88 (6.56%)Rejected-Finance | L2 | Rejected-Finance Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder | |
| 3 | L3₹3.8 L+₹37,497.78 (11.0%)Rejected-Finance | L3 | Rejected-Finance Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
| Sl No | Description | Qty | Unit | VINODH L1 | VINOD KUMAR C L2 | SIBI S L3 |
|---|---|---|---|---|---|---|
| 1.00box culvert | ||||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 15.49 | cum | 848.59 ₹13,148.9 Lowest | 904.25 ₹14,011.35 | 941.83 ₹14,593.66 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 6.46 | cum | 3,007.43 ₹19,428 Lowest | 3,204.7 ₹20,702.36 | 3,337.88 ₹21,562.7 |
| 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 | 2.52 | cum | 8,110.32 ₹20,462.34 Lowest | 8,642.3 ₹21,804.52 | 9,001.46 ₹22,710.68 |
| 1.00 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4 | 7.23 | cum | 10,278.73 ₹74,315.22 Lowest | 10,952.95 ₹79,189.83 | 11,408.13 ₹82,480.78 |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.8 | tonne | 90,934.43 ₹73,020.35 Lowest | 96,899.17 ₹77,810.03 | 1,00,926.12 ₹81,043.67 |
| 1.01 | 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 | 2 | cum | 397.79 ₹795.58 Lowest | 423.88 ₹847.76 | 441.5 ₹883 |
| 1.01 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 40.2 | sqm | 14.43 ₹580.09 Lowest | 15.37 ₹617.87 | 16.01 ₹643.6 |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 8.43 | cum | 8,616.94 ₹72,640.8 Lowest | 9,182.16 ₹77,405.61 | 9,563.75 ₹80,622.41 |
| 1.01 | OD171707/2025-2026:Supplyingand providing readymade Name board with all conveyance,labour and hire charges
etccomplete using hollow tubeof size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm
thick iron sheet of size
90x60cm with two coat ofenamel painting over a coat ofprimer, lettering with suitablecolourand size, fixing the post inground with CC etc complete | 1 | 1 nos | 2,761.44 ₹2,761.44 Lowest | 2,942.57 ₹2,942.57 | 3,064.86 ₹3,064.86 |
Tender Value
₹3.8 L
EMD Value
₹9,469
Closing Date
13 Oct 2025, 6:00 pmClosed
RAGI C N
OFFICE OF THE ASSISTANT ENGINEER, LIDEW SECTION, VADAKARAPATHY GRAMA PANCHAYAT
ANNUAL PLAN-VADAKARAPATHY GP PRO.NO-214/2025-26 SORAPPARA CENTRE ROAD CULVERT
2025_LSGD_804437_4
9/AE/LIDEW/VKPY/2025-26
Open Tender
Civil Works - Roads
Item Rate
VADAKARAPATHY GP
7 documents required · 7 mandatory
₹840
Yes
₹9,469
Yes
21 Nov 2025
4 Oct 2025
15 Oct 2025
4 Oct 2025
13 Oct 2025
4 Oct 2025
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