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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAdmitted-Fee/PreQual/Technical/Finance VGP 2023 24 GENERAL CIVIL WORK | FARIDABAD | HARYANA | 121004 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.8 L+₹11,016.12 (2.97%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.1 L+₹40,689.17 (11.0%)Admitted-Fee/PreQual/Technical/Finance VATTAPARAMPIL HOUSE MALAYALAPUZHA | PALAKKAD | KERALA | 678001 | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | KURIAN K VARGHESE L1 | K S PURASHOTHAMAN L3 | NIYASMON P A L2 |
|---|---|---|---|---|---|---|
| 1.00Protection wall | ||||||
| 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 | 24.48 | cum | 317.88 ₹7,781.7 | 330.68 ₹8,095.05 | 306.83 ₹7,511.2 Lowest |
| 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 | 22.95 | cum | 678.12 ₹15,562.85 | 705.43 ₹16,189.62 | 654.78 ₹15,027.2 Lowest |
| 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<br> IV. R.C.C grade M 20 | 7.5 | cum | 7,118.67 ₹53,368.67 | 7,405.39 ₹55,518.21 | 6,869.79 ₹51,502.82 Lowest |
| 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) | 0.51 | cum | 6,614.45 ₹3,373.37 | 6,880.86 ₹3,509.24 | 6,385.57 ₹3,256.64 Lowest |
| 1.00 | OD162758/2026-2027:Dry Rubble Masonry with hard stone, including packing to compactness to lines and levels,cost
and conveyance of all materials, labour charges etc.complete as per approved drawing and
relevent technical specifications. | 73.59 | cum | 3,833.96 ₹2,82,152.62 Lowest | 4,350.96 ₹3,20,200.2 | 4,037.88 ₹2,97,159.7 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.11 | tonne | 80,349.85 ₹9,159.88 | 75,227.54 ₹8,575.94 | 69,803.93 ₹7,957.65 Lowest |
Tender Value
₹5.5 L
EMD Value
₹13,755
Closing Date
22 Sept 2026, 5:00 pmClosed
assistantengineer
officeofassistantengineeroffice
AnnualPlanPNO125EdatharaKompanoliThalachiraDRConstructionRoadNaveekaranamiVGP202627GeneralCivilWor
2026_LSGD_868971_1
02/AE/LSGD/2026-27
Open Tender
Civil Works - Roads
Item Rate
240 days
VADASSERIKKARA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,215
Yes
₹13,755
Yes
25 Sept 2026
14 Sept 2026
23 Sept 2026
14 Sept 2026
22 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Protection wall | |||||
| 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 | 24.48 | cum | - | - |
| 1.002 | 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 | 22.95 | cum | - | - |
| 1.003 | 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 | 7.5 | cum | - | - |
| 1.004 | 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) | 0.51 | cum | - | - |
| 1.005 | OD162758/2026-2027:Dry Rubble Masonry with hard stone, including packing to compactness to lines and levels,cost
and conveyance of all materials, labour charges etc.complete as per approved drawing and
relevent technical specifications. | 73.59 | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.11 | tonne | - | - |
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