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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-AOC | ₹16.3 L | L1 | Accepted-AOC LOW QOUTED |
| 2 | L2₹17.5 L+₹1.3 L (7.71%)Rejected-Finance | ₹17.5 L+₹1.3 L (7.71%) | L2 | Rejected-Finance HIGH QOUTED |
| 3 | L3₹17.5 L+₹1.3 L (7.75%)Rejected-Finance | ₹17.5 L+₹1.3 L (7.75%) | L3 | Rejected-Finance HIGH QOUTED |
| 4 | L4₹18.5 L+₹2.2 L (13.8%)Rejected-Finance | ₹18.5 L+₹2.2 L (13.8%) | L4 | Rejected-Finance HIGH QOUTED |
| 5 | L5₹18.7 L+₹2.4 L (14.9%)Rejected-Finance | ₹18.7 L+₹2.4 L (14.9%) | L5 | Rejected-Finance HIGH QOUTED |
| Sl No | Description | Qty | Unit | N SUGUNA L5 | Ranjitha R L2 | Jaganraj Rajendiran contractor L1 | P VIDATHIRAN L4 | PTS CONSTRUCTIONS BUILDERS AND DEVELOPERS L7 | Jamuna rani L6 | S R constructions L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 | M3 | 263 ₹15,338.16 | 260 ₹15,163.2 | 275.1 ₹16,043.83 | 262 ₹15,279.84 | 246.45 ₹14,372.96 Lowest | 264 ₹15,396.48 | 250 ₹14,580 |
| 2.00 | 2 nd Depth | 8.75 | M3 | 274.85 ₹2,404.94 | 270 ₹2,362.5 | 295.1 ₹2,582.13 | 260 ₹2,275 | 251.85 ₹2,203.69 Lowest | 275 ₹2,406.25 | 260 ₹2,275 |
| 3.00 | 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 | M3 | 2,270 ₹9,919.9 | 2,200 ₹9,614 | 2,190.1 ₹9,570.74 | 2,100 ₹9,177 | 690.9 ₹3,019.23 Lowest | 2,271 ₹9,924.27 | 2,145 ₹9,373.65 |
| 4.00 | 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 | M3 | 6,065 ₹26,504.05 | 6,000 ₹26,220 | 5,762 ₹25,179.94 | 5,900 ₹25,783 | 5,843.74 ₹25,537.14 | 6,066 ₹26,508.42 | 5,678 ₹24,812.86 Lowest |
| 5.00 | 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 | M3 | 6,072 ₹82,093.44 Lowest | 8,700 ₹1,17,624 | 9,503 ₹1,28,480.56 | 8,435 ₹1,14,041.2 | 8,720.45 ₹1,17,900.48 | 6,073 ₹82,106.96 | 9,000 ₹1,21,680 |
| 6.00 | For Column and Brace upto G.L ( 0 to1,50 below GL ) | 1.75 | M3 | 9,735 ₹17,036.25 | 9,600 ₹16,800 | 9,403.1 ₹16,455.43 | 9,700 ₹16,975 | 8,617.75 ₹15,081.06 Lowest | 9,736 ₹17,038 | 9,567 ₹16,742.25 |
| 7.00 | For column and brace I 0 to 4.50m from GL | 2.83 | M3 | 9,689 ₹27,419.87 | 9,740 ₹27,564.2 | 9,503.1 ₹26,893.77 | 9,756 ₹27,609.48 | 8,719.45 ₹24,676.04 Lowest | 9,689.6 ₹27,421.57 | 9,730 ₹27,535.9 |
| 8.00 | For column and brace II 4.50m to 7.32m from GL | 2.22 | M3 | 9,735 ₹21,611.7 | 10,000 ₹22,200 | 10,478.68 ₹23,262.67 | 11,000 ₹24,420 | 8,923.45 ₹19,810.06 Lowest | 9,735.9 ₹21,613.7 | 10,100 ₹22,422 |
| 9.00 | For column and brace III 7.32 to 10.98m from GL | 2.53 | M3 | 10,017 ₹25,343.01 | 10,200 ₹25,806 | 10,478.12 ₹26,509.64 | 10,300 ₹26,059 | 9,127.45 ₹23,092.45 Lowest | 10,018 ₹25,345.54 | 10,100 ₹25,553 |
| 10.00 | For column beam floor slab side wall from 10.98m to 14.64 m from GL | 11.38 | M3 | 10,570 ₹1,20,286.6 | 9,800 ₹1,11,524 | 11,485.1 ₹1,30,700.44 | 9,900 ₹1,12,662 | 9,331.55 ₹1,06,193.04 | 10,571 ₹1,20,297.98 | 9,000 ₹1,02,420 Lowest |
Tender Value
₹19.8 L
EMD Value
₹20,000
Closing Date
23 Jul 2026, 3:00 pmClosed
BLOCK DEVELOPMENT OFFICER(VP)
BLOCK DEVELOPMENT OFFICER(VP),KUMARATCHI
Construction of 30000 Lit OHT (12M Stage) Periya Theru in Chavadi Habitation in Kuduvelichadi Panchayat Cuddalore District under SURPLUS Fund(VP)
2026_RDTN_683934_1
B3/1152/2025 surplus fund
Open Tender
Civil Works - Others
Item Rate
Kumaratchi
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹20,000
Yes
Panchayat Union Kumaratchi
12 Aug 2026
4 Jul 2026
23 Jul 2026
4 Jul 2026
23 Jul 2026
6 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | M3 | - | - |
| 2 | 2 nd Depth | 8.75 | M3 | - | - |
| 3 | 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 | M3 | - | - |
| 4 | 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 | M3 | - | - |
| 5 | 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 | M3 | - | - |
| 6 | For Column and Brace upto G.L ( 0 to1,50 below GL ) | 1.75 | M3 | - | - |
| 7 | For column and brace I 0 to 4.50m from GL | 2.83 | M3 | - | - |
| 8 | For column and brace II 4.50m to 7.32m from GL | 2.22 | M3 | - | - |
| 9 | For column and brace III 7.32 to 10.98m from GL | 2.53 | M3 | - | - |
| 10 | For column beam floor slab side wall from 10.98m to 14.64 m from GL | 11.38 | M3 | - | - |
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