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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 LAccepted-AOC | ₹1.2 L | 1 | Accepted-AOC lowest price |
| 2 | 2₹1.3 LRejected-Finance | ₹1.3 L | 2 | Rejected-Finance highest price |
| Sl No | Description | Qty | Unit | R SHANDUKHAN L1 | MOHAMED RASMI H L2 |
|---|---|---|---|---|---|
| 1.00EXTENSION OF PIPE | |||||
| 1.01 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 10.5 | M3 | 196 ₹2,058 | 210 ₹2,205 |
| 1.02 | Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means | 1.2 | Cum | 5,603 ₹6,723.60 | 5,650 ₹6,780 |
| 1.03 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH | 1.2 | M3 | 2,585 ₹3,102 | 2,600 ₹3,120 |
| 1.04 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86. | 35.5 | Sqm | 575 ₹20,412.50 | 590 ₹20,945 |
| 1.05 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means (S.No:135-SD Book Vol-I ) | 8.5 | Cum | 6,937 ₹58,964.50 | 7,000 ₹59,500 |
| 1.06 | Supply and Fixing of 450mm R.C.C Np3 Non pressure pipe including cost and conveyance of all materials and all labour charges etc complete | 5 | Rm | 6,660 ₹33,300 | 6,660 ₹33,300 |
Tender Value
₹1.5 L
EMD Value
₹1,500
Closing Date
23 Feb 2026, 3:00 pmClosed
THE EXECUTIVE OFFICER, NATHAM TOWN PANCHAYAT
THE EXECUTIVE OFFICER, NATHAM TOWN PANCHAYAT
Natham Town Panchayat Construction of RCC Pipe culvert at 18th ward Meiyampatti Pump Room Near in Natham Town Panchayat
2026_DTP_662545_1
GENERAL FUND
Open Tender
Civil Works
60 days
NATHAM
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹1,500
10 Mar 2026
20 Feb 2026
23 Feb 2026
20 Feb 2026
23 Feb 2026
20 Feb 2026
EXTENSION OF PIPE
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH
Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86.
Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means (S.No:135-SD Book Vol-I )
Supply and Fixing of 450mm R.C.C Np3 Non pressure pipe including cost and conveyance of all materials and all labour charges etc complete
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