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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹13.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹14.0 L+₹83,678.20 (6.37%)Admitted-Fee/PreQual/Technical/Finance | ₹14.0 L+₹83,678.20 (6.37%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹14.0 L+₹85,852.46 (6.53%)Admitted-Fee/PreQual/Technical/Finance | ₹14.0 L+₹85,852.46 (6.53%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹14.4 L+₹1.2 L (9.34%)Admitted-Fee/PreQual/Technical/Finance | ₹14.4 L+₹1.2 L (9.34%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹14.4 L+₹1.3 L (9.90%)Admitted-Fee/PreQual/Technical/Finance | ₹14.4 L+₹1.3 L (9.90%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SANSRE INFRACONS INDIA PVT LTD L10 | Jayadhitya Groups L1 | G.Prakash L8 | Engineers Window L4 | Sugan Raj Kumar L3 | LN DREAMWAY CONSTRUCTION L6 | Sadha Construction L7 | NARASIMALU RAGHURAJKUMAR L5 | G.Sunil Kumar L2 | Vijaya Construction L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 | 202.8 | M3 | 200 ₹40,560 | 66 ₹13,384.8 Lowest | 93 ₹18,860.4 | 183 ₹37,112.4 | 87.5 ₹17,745 | 250 ₹50,700 | 92.15 ₹18,687.46 | 123 ₹24,944.4 | 90 ₹18,252 | 99.24 ₹20,124.96 |
| 2.00 | Plain Cement Concrete 1:4:8 (one cement four 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 and all incidential charges such as water providing etc., complete as per standard specification | 99.6 | M2 | 6,900 ₹6,87,240 | 3,000 ₹2,98,800 | 4,888 ₹4,86,844.8 | 4,741 ₹4,72,203.6 | 4,602.4 ₹4,58,399.04 | 800 ₹79,680 Lowest | 4,860.08 ₹4,84,063.63 | 3,875 ₹3,85,950 | 4,500 ₹4,48,200 | 5,233.93 ₹5,21,299.3 |
| 3.00 | Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 63mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, sand cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,. | 800 | M2 | 1,350 ₹10,80,000 | 1,000 ₹8,00,000 | 925 ₹7,40,000 | 878 ₹7,02,400 | 870.85 ₹6,96,680 Lowest | 1,110 ₹8,88,000 | 919.56 ₹7,35,651.59 | 1,073 ₹8,58,400 | 890 ₹7,12,000 | 990.3 ₹7,92,240.18 |
| 4.00 | 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 - | 4.14 | M3 | 8,700 ₹36,018 | 4,500 ₹18,630 Lowest | 7,595 ₹31,443.3 | 7,195 ₹29,787.3 | 7,151 ₹29,605.14 | 6,000 ₹24,840 | 7,550.95 ₹31,260.91 | 5,950 ₹24,633 | 7,150 ₹29,601 | 8,131.79 ₹33,665.6 |
| 5.00 | Supplying and fixing with new chain link (2”x2”,10 gauge) fencing with RCC post in the with using of 50 x 50 x 6mm M.S. Angle including cost of chain link, binding wire etc., complete. | 216 | M2 | 800 ₹1,72,800 | 510 ₹1,10,160 | 478 ₹1,03,248 | 510 ₹1,10,160 | 449.88 ₹97,174.08 | 1,600 ₹3,45,600 | 475.07 ₹1,02,614.57 | 350 ₹75,600 Lowest | 450 ₹97,200 | 511.61 ₹1,10,508 |
| 6.00 | Providing 3 seater back slope Granite stiff sitting benches 5 feet in length 1.50 feet width 600x450x100 mm size granite slab side walls, 150x45x100mm size bench slab and back rest slope slab including cost and conveyance and fixing in position etc complete | 4 | No | 7,500 ₹30,000 Lowest | 17,500 ₹70,000 | 25,500 ₹1,02,000 | 20,400 ₹81,600 | 24,006 ₹96,024 | 20,000 ₹80,000 | 25,350 ₹1,01,400 | 18,500 ₹74,000 | 22,000 ₹88,000 | 27,300 ₹1,09,200 |
| 7.00 | Supply and planting of Manoranjitham flowering
shrub variety of height 30-45 cm in polythene bag of size 8x10 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, Supply and planting of sapling, refilling of excavated earth etc as directed by the site in- charge. | 20 | Nos | 1,000 ₹20,000 | 160 ₹3,200 | 234 ₹4,680 | 184 ₹3,680 | 220 ₹4,400 | 350 ₹7,000 | 232.38 ₹4,647.5 | 40 ₹800 Lowest | 230 ₹4,600 | 250.25 ₹5,005 |
Tender Value
₹21 L
EMD Value
₹21,000
Closing Date
24 Jul 2026, 3:00 pmClosed
THE COMMISSIONER
AVADI CITY MUNICIPAL CORPORATION AVADI
Construction of paver Block,3 seater,fencing and plantation at Anna nagar Main Road,( SCHOOL OPP) in Ward No 21
2026_MAWS_686931_1
Roc No.4095/2026/E1/6
Open Tender
Civil Works
Fixed-rate
60 days
Ward No 21
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹21,000
25 Jul 2026
20 Jul 2026
24 Jul 2026
20 Jul 2026
24 Jul 2026
20 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 | 202.8 | M3 | - | - |
| 2 | Plain Cement Concrete 1:4:8 (one cement four 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 and all incidential charges such as water providing etc., complete as per standard specification | 99.6 | M2 | - | - |
| 3 | Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 63mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, sand cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,. | 800 | M2 | - | - |
| 4 | 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 - | 4.14 | M3 | - | - |
| 5 | Supplying and fixing with new chain link (2”x2”,10 gauge) fencing with RCC post in the with using of 50 x 50 x 6mm M.S. Angle including cost of chain link, binding wire etc., complete. | 216 | M2 | - | - |
| 6 | Providing 3 seater back slope Granite stiff sitting benches 5 feet in length 1.50 feet width 600x450x100 mm size granite slab side walls, 150x45x100mm size bench slab and back rest slope slab including cost and conveyance and fixing in position etc complete | 4 | No | - | - |
| 7 | Supply and planting of Manoranjitham flowering
shrub variety of height 30-45 cm in polythene bag of size 8x10 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, Supply and planting of sapling, refilling of excavated earth etc as directed by the site in- charge. | 20 | Nos | - | - |
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