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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | S ARAVINDAKSHAN L1 | RAMESH L2 |
|---|---|---|---|---|---|
| 1.00KULAM NAVEEKARANAM | |||||
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 12 | hour | 345.54 ₹4,146.48 Lowest | 350 ₹4,200 |
| 1.00 | OD424510/2025-2026:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top
width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and
filled in between with puddle clay to form bund for an average height 2.00m including labour
dismantling the bund after completion of the work etc. complete. (60.1.1) | 13 | metre | 1,507.21 ₹19,593.73 Lowest | 1,600 ₹20,800 |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 4.29 | cum | 359.72 ₹1,543.2 Lowest | 360 ₹1,544.4 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.29 | cum | 8,569.14 ₹36,761.61 Lowest | 9,000 ₹38,610 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 66.26 | sqm | 386.16 ₹25,586.96 Lowest | 400 ₹26,504 |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 17.43 | cum | 9,235.97 ₹1,61,019.9 Lowest | 9,500 ₹1,65,623 |
| 2.00SIDE PROTECTION | |||||
| 2.00 | 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 | 4.2 | cum | 941.83 ₹3,955.69 Lowest | 950 ₹3,990 |
| 2.00 | 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 | 0.84 | cum | 9,001.46 ₹7,561.23 Lowest | 9,100 ₹7,644 |
Tender Value
Refer Docs
Closing Date
12 Feb 2026, 5:00 pmClosed
assistant engineer
office of assistant engineer
PERIGOTTUKURRISSIGP 2025-26 Trithamara shiva shetharam kulam naveekaranam 2nd reach
2026_LSGD_832340_4
ETENDER 4 /2025-26 1
Open Tender
Civil Works - Roads
Item Wise
150 days
perigottukurrissi gp
please refer document
7 documents required · 7 mandatory
₹8,467
Yes
Yes
5 Jun 2026
2 Feb 2026
16 Feb 2026
2 Feb 2026
12 Feb 2026
2 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1KULAM NAVEEKARANAM | |||||
| 1.001 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 12 | hour | - | - |
| 1.002 | OD424510/2025-2026:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top
width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and
filled in between with puddle clay to form bund for an average height 2.00m including labour
dismantling the bund after completion of the work etc. complete. (60.1.1) | 13 | metre | - | - |
| 1.003 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 4.29 | cum | - | - |
| 1.004 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.29 | cum | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 66.26 | sqm | - | - |
| 1.006 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 17.43 | cum | - | - |
| 2SIDE PROTECTION | |||||
| 2.001 | 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 | 4.2 | cum | - | - |
| 2.002 | 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 | 0.84 | cum | - | - |
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