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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAccepted-AOC NO 11 5 THIRUMOORTHY NAGARM 5TH STREET NUNGAMBAKKAM CHENNAI 600 034 | CHENNAI | CHENNAI | TAMIL NADU | 600034 | ₹3.6 Cr | L1 | Accepted-AOC Low Price |
| 2 | L2₹3.6 Cr+₹8.7 L (2.46%)Rejected-AOC 5 217 D1 TEACHERS COLONY MOHANUR ROAD NAMAKKAL 637001 | NAMAKKAL | TAMIL NADU | 637001 | ₹3.6 Cr+₹8.7 L (2.46%) | L2 | Rejected-AOC High Price |
| 3 | L3₹3.7 Cr+₹16.5 L (4.66%)Rejected-AOC | ₹3.7 Cr+₹16.5 L (4.66%) | L3 | Rejected-AOC High Price |
| Sl No | Description | Qty | Unit | ABIRAMI ENGINEERING CONSTRUCTION AND CO L2 | SABARIDHARAN ENGINEERING CONTRACTOR L3 | NK Engineering Construction L1 |
|---|---|---|---|---|---|---|
| 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 SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | ||||||
| 1.01 | FOOTINGS | 1,142.5 | cu.m | 240 ₹2,74,200 | 250 ₹2,85,625 | 230 ₹2,62,775 Lowest |
| 2.00Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers.- FOR PLINTH BEAM | ||||||
| 2.01 | PLINTH BEAM | 110 | cu.m | 85 ₹9,349.9 | 90 ₹9,899.89 | 80 ₹8,799.9 Lowest |
| 3.00Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers.- FOR DRAIN | ||||||
| 3.01 | drain | 767 | cu.m | 160 ₹1,22,720.16 | 165 ₹1,26,555.17 | 150 ₹1,15,050.15 Lowest |
| 4.00 | Plastering with Cement Mortar 1:4 (One Cement and Four sand) 12mm thick mixed with best approved quality water proofing compound conforming to Indian Standard specification as specified by the departmental officers at 2% by weight of cement used and finishing, curing etc. complete complying with standard specification. | 2,215 | sq.m | 270 ₹5,98,051.08 | 280 ₹6,20,201.12 | 260 ₹5,75,901.04 Lowest |
| 5.00 | Supplying and filling in foundation and basement with filling sand in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification. | 141 | cu.m | 1,600 ₹2,25,601.76 | 1,650 ₹2,32,651.82 | 1,500 ₹2,11,501.65 Lowest |
| 6.00 | Plain Cement Concrete 1:5:10 (one cement five Crushed stone sand and ten aggregate) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification. | 77 | cu.m | 5,350 ₹4,11,955.89 | 5,400 ₹4,15,805.94 | 5,300 ₹4,08,105.83 Lowest |
| 7.00 | Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for MAT CONCRETE | 63.88 | cu.m | 9,800 ₹6,26,065.65 | 9,800 ₹6,26,065.65 | 9,700 ₹6,19,677.23 Lowest |
Tender Value
₹4.3 Cr
EMD Value
₹4.3 L
Closing Date
24 Feb 2026, 3:00 pmClosed
Commissioner
Pudukkottai City Municipal Corporation
Additional Work Construction Of Drain Compound Wall Electrical Items Plumbing Items in Construction OF New Bus Stand At Pudukkottai City Municipal Corporation
2026_MAWS_661299_1
6900/2025/e1
Open Tender
Civil Works - Buildings
Item Rate
Pudukkottai
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹4.3 L
Pudukkottai City Municipal Corporation
10 Jul 2026
19 Feb 2026
24 Feb 2026
19 Feb 2026
24 Feb 2026
19 Feb 2026
20 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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 SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | |||||
| 1.01 | FOOTINGS | 1,142.5 | cu.m | - | - |
| 2Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers.- FOR PLINTH BEAM | |||||
| 2.01 | PLINTH BEAM | 110 | cu.m | - | - |
| 3Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers.- FOR DRAIN | |||||
| 3.01 | drain | 767 | cu.m | - | - |
| 4 | Plastering with Cement Mortar 1:4 (One Cement and Four sand) 12mm thick mixed with best approved quality water proofing compound conforming to Indian Standard specification as specified by the departmental officers at 2% by weight of cement used and finishing, curing etc. complete complying with standard specification. | 2,215 | sq.m | - | - |
| 5 | Supplying and filling in foundation and basement with filling sand in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification. | 141 | cu.m | - | - |
| 6 | Plain Cement Concrete 1:5:10 (one cement five Crushed stone sand and ten aggregate) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification. | 77 | cu.m | - | - |
| 7 | Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for MAT CONCRETE | 63.88 | cu.m | - | - |
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