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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAccepted-AOC | L1 | Accepted-AOC Accept | |
| 2 | L2₹14.3 L+₹13,015.54 (0.92%)Rejected-Finance | L2 | Rejected-Finance Reject | |
| 3 | L3₹14.7 L+₹57,611.49 (4.07%)Rejected-Finance | L3 | Rejected-Finance Reject | |
| 4 | L4₹14.8 L+₹67,180.66 (4.74%)Rejected-Finance | L4 | Rejected-Finance Reject | |
| 5 | L5₹14.9 L+₹71,378.81 (5.04%)Rejected-Finance | L5 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | Sri Selliamman Infra L1 | SRI VEDAPPAN CONSTRUCTION L2 | T P R CONSTRUCTION L4 | AMMAN AND CO L5 | PALANIAPPAN AND CO L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil 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 S.S.20B | 88.25 | m3 | 255 ₹22,503.75 | 165 ₹14,561.25 | 195 ₹17,208.75 | 455.3 ₹40,180.23 | 100 ₹8,825 Lowest |
| 1.10 | In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting | 27 | m3 | 70 ₹1,890 Lowest | 265 ₹7,155 | 246 ₹6,642 | 975.8 ₹26,346.6 | 150 ₹4,050 |
| 2.00 | Supplying and filling in foundation and basement with filling Well gravel in layers of not more than 15 cm thick well rammed consolidated etc. complete complying with standard specification and as directed. | 6 | M3 | 300 ₹1,800 | 265 ₹1,590 | 260 ₹1,560 | 2,341.9 ₹14,051.4 | 150 ₹900 Lowest |
| 3.00 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part 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. For footing | 6 | m3 | 5,400 ₹32,400 | 5,200 ₹31,200 Lowest | 5,450 ₹32,700 | 8,456.9 ₹50,741.4 | 5,400 ₹32,400 |
| 4.00 | Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. Column footing below 1.50 m from GL | 8 | m3 | 9,600 ₹76,800 | 9,000 ₹72,000 Lowest | 9,050 ₹72,400 | 11,700 ₹93,600 | 9,020 ₹72,160 |
| 4.01 | Coloumn below GL upto 1.50 m | 0.54 | m3 | 9,400 ₹5,076 | 9,000 ₹4,860 Lowest | 9,050 ₹4,887 | 11,700 ₹6,318 | 9,020 ₹4,870.8 |
| 4.02 | Column above GL upto 4.50 m | 1.62 | m3 | 9,500 ₹15,390 | 9,000 ₹14,580 Lowest | 9,050 ₹14,661 | 11,700 ₹18,954 | 9,020 ₹14,612.4 |
| 4.03 | Column above 4.50 m upto 7.32 m | 1.02 | m3 | 9,800 ₹9,996 | 9,200 ₹9,384 Lowest | 9,300 ₹9,486 | 11,700 ₹11,934 | 9,300 ₹9,486 |
| 4.04 | Column above 7.32 m upto 10.92 m | 1.3 | m3 | 10,100 ₹13,130 | 9,400 ₹12,220 Lowest | 9,600 ₹12,480 | 11,700 ₹15,210 | 9,500 ₹12,350 |
| 4.05 | Braces at GL | 1.51 | m3 | 9,400 ₹14,194 | 9,000 ₹13,590 Lowest | 9,050 ₹13,665.5 | 11,700 ₹17,667 | 9,000 ₹13,590 Lowest |
Tender Value
Refer Docs
EMD Value
₹38,000
Closing Date
22 Sept 2026, 3:00 pmClosed
The Executive Officer
66 Perumal kovil street Olagadam Town panchayat office, olagadam
Construction of 60,000litres Capacity Over Head Tank at ward No 8 Kundhubhaiyur in Olagadam Town Panchayat
2026_DTP_699959_1
115/2026
Open Tender
Civil Works - Water Works
Works
180 days
olagadam Town panchayat
Over Head Tank
2 documents required · 2 mandatory
₹0
₹38,000
Yes
1 Oct 2026
1 Sept 2026
22 Sept 2026
1 Sept 2026
22 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil 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 S.S.20B | 88.25 | m3 | - | - |
| 1.1 | In soft disintegrated rock, laterite, soft rock or kankar not requiring blasting | 27 | m3 | - | - |
| 2 | Supplying and filling in foundation and basement with filling Well gravel in layers of not more than 15 cm thick well rammed consolidated etc. complete complying with standard specification and as directed. | 6 | M3 | - | - |
| 3 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part 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. For footing | 6 | m3 | - | - |
| 4 | Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. Column footing below 1.50 m from GL | 8 | m3 | - | - |
| 4.01 | Coloumn below GL upto 1.50 m | 0.54 | m3 | - | - |
| 4.02 | Column above GL upto 4.50 m | 1.62 | m3 | - | - |
| 4.03 | Column above 4.50 m upto 7.32 m | 1.02 | m3 | - | - |
| 4.04 | Column above 7.32 m upto 10.92 m | 1.3 | m3 | - | - |
| 4.05 | Braces at GL | 1.51 | m3 | - | - |
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