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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAdmitted-Fee/PreQual/Technical/Finance VGP 2023 24 GENERAL CIVIL WORK | FARIDABAD | HARYANA | 121004 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.7 L+₹3,121.33 (1.19%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹2.8 L+₹16,668.20 (6.34%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.3 L+₹70,953.58 (27.0%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Valsala A R L4 | KURIAN K VARGHESE L1 | BENOY MURALEEDHARAN L2 | NOBLE TITUS CHACKO L3 |
|---|---|---|---|---|---|---|---|
| 1.00DR masonry | |||||||
| 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 | 27 | cum | 207.5 ₹5,603.54 Lowest | 331.13 ₹8,942.17 | 292.71 ₹7,904.63 | 306.79 ₹8,284.86 |
| 1.00 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 19.15 | cum | 415 ₹7,948.08 Lowest | 706.37 ₹13,528.4 | 624.43 ₹11,959.08 | 654.58 ₹12,536.52 |
| 1.00 | OD117132/2026-2027: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. | 59.43 | cum | 5,063 ₹3,00,894.09 | 3,717.78 ₹2,20,947.67 Lowest | 3,840 ₹2,28,211.2 | 4,037.28 ₹2,39,935.55 |
| 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) | 2.93 | cum | 6,589.25 ₹19,319.68 | 6,614.45 ₹19,393.57 | 6,090.8 ₹17,858.23 Lowest | 6,385.77 ₹18,723.08 |
Tender Value
₹4.0 L
EMD Value
₹10,053
Closing Date
22 Sept 2026, 5:00 pmClosed
Assistant Engineer
o/o Assistant Engineer LID EW VGP VADASSERIKKARA
PNO 100-Valiyakulam Pulippara -Bunglam Kadavu Road DR Irish Construction Ward III
2026_LSGD_868971_14
02/AE/LSGD/2026-27
Open Tender
Civil Works - Roads
Item Rate
240 days
VADASSERIKKARA
Please refer Tender documents.
7 documents required · 7 mandatory
₹890
Yes
₹10,053
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 |
|---|---|---|---|---|---|
| 1DR masonry | |||||
| 1.001 | 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 | 27.01 | cum | - | - |
| 1.002 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 19.15 | cum | - | - |
| 1.003 | OD117132/2026-2027: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. | 59.43 | 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) | 2.93 | cum | - | - |
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