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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC | ₹8.1 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹8.2 L+₹5,714.06 (0.71%)Rejected-AOC | ₹8.2 L+₹5,714.06 (0.71%) | L2 | Rejected-AOC L2 BIDDER |
| 3 | L3₹8.4 L+₹30,194.70 (3.73%)Rejected-AOC | ₹8.4 L+₹30,194.70 (3.73%) | L3 | Rejected-AOC L3 BIDDER |
| 4 | L4₹8.5 L+₹40,323.21 (4.98%)Rejected-AOC | ₹8.5 L+₹40,323.21 (4.98%) | L4 | Rejected-AOC L4 BIDDER |
| 5 | L5₹8.9 L+₹75,950.05 (9.38%)Rejected-AOC | ₹8.9 L+₹75,950.05 (9.38%) | L5 | Rejected-AOC L5 BIDDER |
| Sl No | Description | Qty | Unit | A M S ENTERPRISES L5 | Sadha Construction L4 | Chitra & Co L3 | Vijaya Construction L8 | Jayadhitya Groups L2 | Sugan Raj Kumar L1 | Thanmaya Constructions L6 | S & S ENTERPRISES L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth 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, sand, silt or other loose soil and to full depth as may be directed except in hardrock reqiring blasting inclusive of shoring shuttering and bailing out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officrs with initial lead and lifts and cleaning, levelling, the site etc., complete as per SS 20B for foundation | |||||||||||
| 2.00 | column | 10.37 | M3 | 191 ₹1,980.29 | 184 ₹1,907.71 | 182.17 ₹1,888.76 | 208.79 ₹2,164.72 | 185.7 ₹1,925.34 | 175.63 ₹1,820.93 Lowest | 193.73 ₹2,008.59 | 194.72 ₹2,018.82 |
| 3.00 | Plinth beam | 32.74 | M3 | 95 ₹3,110.49 | 92 ₹3,012.26 | 91.06 ₹2,981.34 | 104.36 ₹3,416.94 | 76.17 ₹2,493.96 Lowest | 87.78 ₹2,874.09 | 96.84 ₹3,170.74 | 97.33 ₹3,186.64 |
| 4.00 | Supplying and filling in stonedust in foundation and basement with filling in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification. | 2.03 | M3 | 310 ₹629.61 | 298 ₹605.24 | 294.39 ₹597.91 | 337.4 ₹685.27 | 295 ₹599.15 | 283.81 ₹576.42 Lowest | 313.08 ₹635.87 | 314.66 ₹639.08 |
| 5.00 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 3.33 | M3 | 5,061 ₹16,868.57 | 4,860 ₹16,198.62 | 4,802.56 ₹16,007.17 | 5,504.25 ₹18,345.95 | 4,600 ₹15,332.03 Lowest | 4,630 ₹15,432.02 | 5,107.39 ₹17,023.19 | 5,133.28 ₹17,109.46 |
| 6.00 | Supplying and filling the basement with Good Earth filling in layers of not more than 15cm thick well rammed watered and compacted - etc., complete complying with standard specification. | 4.85 | M3 | 136 ₹659.8 | 130 ₹630.69 | 128.63 ₹624.03 | 147.42 ₹715.21 | 135 ₹654.95 | 124 ₹601.58 Lowest | 136.79 ₹663.63 | 137.49 ₹667.01 |
| 7.00Providing and laying in position Standardised Concrete Mix M-20 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 325Kg/ cum and maximum water cement ratio of 0.55 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 - | |||||||||||
| 8.00 | foundation and basement | 5.08 | M3 | 7,864 ₹39,984.43 | 7,551 ₹38,392.98 | 7,461.58 ₹37,938.35 | 8,551.78 ₹43,481.44 | 6,100 ₹31,015.39 Lowest | 7,193.5 ₹36,575.28 | 7,935 ₹40,345.43 | 7,975.41 ₹40,550.88 |
| 9.00 | ground floor | 5.24 | M3 | 8,000 ₹41,897.81 | 7,682 ₹40,232.37 | 7,591.16 ₹39,756.61 | 8,700.28 ₹45,565.36 | 6,100 ₹31,947.08 Lowest | 7,318.42 ₹38,328.22 | 8,073 ₹42,280.13 | 8,113.9 ₹42,494.34 |
| 10.00 | Supply and fabrication of steel using TMT & RTS bars with including cost and conveyance of all materials and including all labour charges etc complete | 722.52 | Kg | 84 ₹60,691.69 | 81 ₹58,524.13 | 79.68 ₹57,568.2 | 91.32 ₹65,979.36 | 89 ₹64,304.29 | 76.81 ₹55,496.77 Lowest | 84.73 ₹61,219.13 | 85.16 ₹61,532.48 |
Tender Value
₹12 L
EMD Value
₹12,000
Closing Date
24 Jul 2026, 3:00 pmClosed
THE COMMISSIONER
AVADI CITY MUNICIPAL CORPORATION AVADI
Construction of Toilet Building at Cholambedu Middle School in Ward no.27
2026_MAWS_686914_1
Roc No.4095/2026/E1/1
Open Tender
Civil Works
Fixed-rate
60 days
Ward no.27
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹12,000
14 Aug 2026
18 Jul 2026
24 Jul 2026
18 Jul 2026
24 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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, sand, silt or other loose soil and to full depth as may be directed except in hardrock reqiring blasting inclusive of shoring shuttering and bailing out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officrs with initial lead and lifts and cleaning, levelling, the site etc., complete as per SS 20B for foundation | - | - | - | - |
| 2 | column | 10.37 | M3 | - | - |
| 3 | Plinth beam | 32.74 | M3 | - | - |
| 4 | Supplying and filling in stonedust in foundation and basement with filling in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification. | 2.03 | M3 | - | - |
| 5 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 3.33 | M3 | - | - |
| 6 | Supplying and filling the basement with Good Earth filling in layers of not more than 15cm thick well rammed watered and compacted - etc., complete complying with standard specification. | 4.85 | M3 | - | - |
| 7 | Providing and laying in position Standardised Concrete Mix M-20 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 325Kg/ cum and maximum water cement ratio of 0.55 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 - | - | - | - | - |
| 8 | foundation and basement | 5.08 | M3 | - | - |
| 9 | ground floor | 5.24 | M3 | - | - |
| 10 | Supply and fabrication of steel using TMT & RTS bars with including cost and conveyance of all materials and including all labour charges etc complete | 722.52 | Kg | - | - |
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