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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.3 LAccepted-Finance | ₹3.3 L | 1 | Accepted-Finance Lowest Amount Quoted BY N KANDHASAMY |
| 2 | 2₹3.3 L+₹1,217.50 (0.37%)Rejected-Finance | ₹3.3 L+₹1,217.50 (0.37%) | 2 | Rejected-Finance Lowest Amount Quoted BY N KANDHASAMY |
| Sl No | Description | Qty | Unit | B SUNDAR L2 | N KANDHASAMY L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation and depositing on bank for refilling within an initial lead of 10.00 m and an initial lift of 2.00 in hard stiff clay. Stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil and except hard rock requiring blasting including shoring, strutting, bailing water wherever necessary and all other incidental charges etc., complete as directed by departmental officers as per S.S.20B TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 24 | M3 | 115 ₹2,760 | 110 ₹2,640 Lowest |
| 2.00 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part M.sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 20 | M3 | 5,625 ₹1,12,500 | 5,604.5 ₹1,12,090 Lowest |
| 3.00 | 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. Kerb wall | 57 | M3 | 495 ₹28,215 | 489 ₹27,873 Lowest |
| 4.00 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part M.sand and four part of aggrigate) using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 6 | M2 | 6,900 ₹41,400 | 6,895 ₹41,370 Lowest |
| 5.00 | Plain Cement Concrete 1:1 1/2:3 Mix (one part cement,one and half part M.sand and three part of aggregate) using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 19 | M2 | 7,450 ₹1,41,550 | 7,435.5 ₹1,41,274.5 Lowest |
| 6.00 | Providing and fixing Bitumen Pad for Expansion joint to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification | 4 | M3 | 495 ₹1,980 | 485 ₹1,940 Lowest |
Tender Value
₹4 L
EMD Value
₹4,000
Closing Date
10 Mar 2026, 3:00 pmClosed
Executive Officer
Alandurai Town Panchayat
Providing Cement concrete Pavement at Ward no 9 Muthusamy gounder street Praveen house lane in Alandurai Town Panchayat
2026_DTP_672698_2
40-2026
Open Tender
Civil Works
Works
180 days
Alandurai
as per norms
2 documents required · 2 mandatory
₹0
₹4,000
Yes
29 Apr 2026
10 Mar 2026
10 Mar 2026
10 Mar 2026
10 Mar 2026
10 Mar 2026
10 Mar 2026 - 10 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation and depositing on bank for refilling within an initial lead of 10.00 m and an initial lift of 2.00 in hard stiff clay. Stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil and except hard rock requiring blasting including shoring, strutting, bailing water wherever necessary and all other incidental charges etc., complete as directed by departmental officers as per S.S.20B TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 24 | M3 | - | - |
| 2 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part M.sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 20 | M3 | - | - |
| 3 | 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. Kerb wall | 57 | M3 | - | - |
| 4 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part M.sand and four part of aggrigate) using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 6 | M2 | - | - |
| 5 | Plain Cement Concrete 1:1 1/2:3 Mix (one part cement,one and half part M.sand and three part of aggregate) using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 19 | M2 | - | - |
| 6 | Providing and fixing Bitumen Pad for Expansion joint to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification | 4 | M3 | - | - |
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