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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAccepted-AOC | ₹14.2 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹15.8 L+₹1.5 L (10.8%)Rejected-Finance | ₹15.8 L+₹1.5 L (10.8%) | L2 | Rejected-Finance Highest rate quated |
| 3 | L3₹15.8 L+₹1.6 L (11.1%)Rejected-Finance | ₹15.8 L+₹1.6 L (11.1%) | L3 | Rejected-Finance Highest rate quated |
| 4 | L4₹16.2 L+₹2.0 L (14.1%)Rejected-Finance | ₹16.2 L+₹2.0 L (14.1%) | L4 | Rejected-Finance Highest rate quated |
| Sl No | Description | Qty | Unit | G.Jothibass L2 | S. Baskaran L3 | Mrs.Sornagandhi Arulnathan L4 | S.Suliaha Begam L1 |
|---|---|---|---|---|---|---|---|
| 1.01 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart. (First depth of 2m ) | 58.32 | cum | 265 ₹15,454.8 | 250 ₹14,580 | 253 ₹14,754.96 | 236 ₹13,763.52 Lowest |
| 1.02 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart. (2 nd Depth) | 8.75 | cum | 278 ₹2,432.5 | 265 ₹2,318.75 | 263 ₹2,301.25 | 246 ₹2,152.5 Lowest |
| 1.03 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by Department officers. | 4.37 | cum | 2,190 ₹9,570.3 | 2,100 ₹9,177 | 2,349 ₹10,265.13 | 1,938 ₹8,469.06 Lowest |
| 1.04 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Department officers. | 4.37 | cum | 5,980 ₹26,132.6 | 5,000 ₹21,850 Lowest | 6,173 ₹26,976.01 | 5,315 ₹23,226.55 |
| 1.05 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Department (For footing below G.L. ( 1,50 to 4,50 below GL ) | 13.52 | cum | 9,520 ₹1,28,710.4 | 9,000 ₹1,21,680 Lowest | 9,513 ₹1,28,615.76 | 9,000 ₹1,21,680 Lowest |
| 1.06 | For Column and Brace upto G.L ( 0 to1,50 below GL ) | 1.75 | cum | 9,520 ₹16,660 | 9,000 ₹15,750 Lowest | 9,374 ₹16,404.5 | 9,000 ₹15,750 Lowest |
| 1.07 | For column and brace I 0 to 4.5m from GL | 2.83 | cum | 9,659 ₹27,334.97 | 9,100 ₹25,753 Lowest | 9,515 ₹26,927.45 | 9,200 ₹26,036 |
| 1.08 | For column and brace II 4.5m to 7.32m from GL | 2.22 | cum | 10,500 ₹23,310 | 9,200 ₹20,424 Lowest | 9,793 ₹21,740.46 | 9,500 ₹21,090 |
| 1.09 | For column and brace III 7.32 to 10.98m from GL | 2.53 | cum | 10,800 ₹27,324 | 9,300 ₹23,529 Lowest | 10,071 ₹25,479.63 | 10,200 ₹25,806 |
| 1.10 | For column beam floor slab side wall from 10.98m to 14.64 m from GL | 11.38 | cum | 10,800 ₹1,22,904 | 10,500 ₹1,19,490 | 10,149 ₹1,15,495.62 Lowest | 10,200 ₹1,16,076 |
Tender Value
₹19.8 L
EMD Value
₹19,750
Closing Date
30 Jun 2026, 3:00 pmClosed
Block Development Officer BP, Kammapuram
Panchayat Union Office, Kammapuram
Construction of new OHT 30000ltr with plat form, pumb room and pipeline extensions at East colony in Kammapuram Panchayat
2026_RDTN_681195_1
A2/808/2026
Open Tender
Civil Works - Water Works
Item Rate
90 days
Panchayat Union Office, Kammapuram
As per tender
3 documents required · 3 mandatory
₹0
₹19,750
Panchayat Union Office, Kammapuram
8 Jul 2026
16 Jun 2026
30 Jun 2026
16 Jun 2026
30 Jun 2026
16 Jun 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart. (First depth of 2m ) | 58.32 | cum | 246.52 | ₹14,377.05 |
| 1.02 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by Deparment officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart. (2 nd Depth) | 8.75 | cum | 1,897.8 | ₹16,605.75 |
| 1.03 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by Department officers. | 4.37 | cum | 1,897.8 | ₹8,293.39 |
| 1.04 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by Department officers. | 4.37 | cum | 1,897.8 | ₹8,293.39 |
| 1.05 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by Department (For footing below G.L. ( 1,50 to 4,50 below GL ) | 13.52 | cum | 1,897.8 | ₹25,658.26 |
| 1.06 | For Column and Brace upto G.L ( 0 to1,50 below GL ) | 1.75 | cum | 1,897.8 | ₹3,321.15 |
| 1.07 | For column and brace I 0 to 4.5m from GL | 2.83 | cum | 1,897.8 | ₹5,370.77 |
| 1.08 | For column and brace II 4.5m to 7.32m from GL | 2.22 | cum | 1,897.8 | ₹4,213.12 |
| 1.09 | For column and brace III 7.32 to 10.98m from GL | 2.53 | cum | 1,897.8 | ₹4,801.43 |
| 1.1 | For column beam floor slab side wall from 10.98m to 14.64 m from GL | 11.38 | cum | 1,897.8 | ₹21,596.96 |
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