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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC 2 10 SIVAGANGAI MAIN ROAD VARICHIYUR POST MADURAI 20 | MADURAI | TAMIL NADU | 625001 | ₹3.0 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹3.1 L+₹1,677.50 (0.55%)Rejected-AOC | ₹3.1 L+₹1,677.50 (0.55%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹3.3 L+₹23,065.50 (7.57%)Rejected-AOC | ₹3.3 L+₹23,065.50 (7.57%) | L3 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | SSSR GROUPS L3 | M/s.S.K.Constructions L1 | D.V.BHOOPATHI NAIDU L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 59 | m3 | 268 ₹15,812 | 184.5 ₹10,885.5 Lowest | 190 ₹11,210 |
| 2.00 | Plain Cement Concrete 1:4:8 Mix (one Part of cement, four Part of 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. | 9 | m3 | 5,675 ₹51,075 | 5,239 ₹47,151 Lowest | 5,245 ₹47,205 |
| 3.00Supplying 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. | ||||||
| 3.01 | side | 176 | m2 | 500 ₹88,000 | 459 ₹80,784 Lowest | 465 ₹81,840 |
| 4.00 | Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of M- Sand and four Part of aggrigate) using 20mm size ISS HBG metal machine crushed 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. | 24 | m3 | 6,850 ₹1,64,400 | 6,689 ₹1,60,536 Lowest | 6,695 ₹1,60,680 |
| 5.00 | Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two M- Sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete. | 33 | m2 | 257 ₹8,481 | 162 ₹5,346 Lowest | 165 ₹5,445 |
Tender Value
₹3.7 L
EMD Value
₹3,700
Closing Date
6 Aug 2026, 3:00 pmClosed
Executive Officer
Town Panchayat Denkanikottai
Providing Strom Water Drain at Ward No.11 Jai Street in Denkanikottai Town Panchayat
2026_DTP_688794_1
189/2026/A1
Open Tender
Civil Works
Works
180 days
Denkanikottai
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹3,700
Yes
6 Aug 2026
27 Jul 2026
6 Aug 2026
27 Jul 2026
6 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 59 | m3 | 184.89 | ₹10,908.51 |
| 2 | Plain Cement Concrete 1:4:8 Mix (one Part of cement, four Part of 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. | 9 | m3 | 5,239.28 | ₹47,153.52 |
| 3Supplying 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. | |||||
| 3.01 | side | 176 | m2 | 459.89 | ₹80,940.64 |
| 4 | Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of M- Sand and four Part of aggrigate) using 20mm size ISS HBG metal machine crushed 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. | 24 | m3 | 6,689.28 | ₹1,60,542.72 |
| 5 | Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two M- Sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete. | 33 | m2 | 162 | ₹5,346 |
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