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Tender Value
₹19.8 L
EMD Value
₹20,000
Closing Date
16 Oct 2026, 3:00 pm
BLOCK DEVELOPMENT OFFICER(BP)
BLOCK DEVELOPMENT OFFICER(BP),KUMARATCHI.
Construction of 30000 Lit OHT (12M Stage) Solakkur Near Panchayat Office at Solakkur Panchayat Cuddalore District under General Fund(BP) for the Year 2026-2027
2026_RDTN_708794_1
A3/1053/2026 GENERAL FUND (BP)2026-2027
Open Tender
Civil Works
Item Rate
KUMARATCHI
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹20,000
Yes
Panchayat Union Office Kumaratchi
29 Sept 2026
29 Sept 2026
16 Oct 2026
29 Sept 2026
16 Oct 2026
29 Sept 2026
1 Oct 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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