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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 CrAccepted-Finance | ₹13.0 Cr | L1 | Accepted-Finance Accepted |
| 2 | L2₹13.3 CrRejected-Finance 16 5 KUMARASAMY STREET KALAIMAGAL SCHOOL ROAD ERODE | ₹13.3 Cr | L2 | Rejected-Finance Rejected |
| 3 | L3₹13.5 CrRejected-Finance NO 167 1 MUTHUGOUNDENPALAYAM RING ROAD KUMARAPALAYAM ERODE 638 104 | ERODE | TAMIL NADU | 638104 | ₹13.5 Cr | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | vivek vijay and company L2 | BLUELEAF PROJECTS PRIVATE LIMITED L3 | N.S.PERIASAMY AND CO L1 |
|---|---|---|---|---|---|---|
| 1.00Civil Works | ||||||
| 2.00Earth work excavation for all foundations in all type of soils and sub soils to the required depth for Footings, plinth / grade beams, etc,. by mechinaries including manual excavation for the following type of soil / rock as per detailed specification. As per SS 20B as hard rock requiring blasting inclusive of shoring strutting and baling out water wherever necessary and including refilling 0 to 2.0m depth consolidation depositing the surplus earth in places shown clearing and leveling the site with an initial lead of 10 metre and lifts as specified hereunder etc., complete in all respects complying with relevant standard specification and as directed by the departmental officers. | ||||||
| 3.00 | First Depth Upto 2m | 2,950 | Cum | 120 ₹3.5 L | 115 ₹3.4 L | 110 ₹3.2 L |
| 4.00 | Second Depth 2m - 3m | 240 | Cum | 130 ₹31,200 | 125 ₹30,000 | 120 ₹28,800 |
| 5.00 | Depth 3m - 4m | 240 | Cum | 135 ₹32,400 | 145 ₹34,800 | 140 ₹33,600 |
| 6.00 | Depth 4m - 5m | 240 | Cum | 160 ₹38,400 | 155 ₹37,200 | 150 ₹36,000 |
| 7.00 | Earth work in narrow excavation for foundation in all type of soils and sub soils to the required depth for trenches, catch basins, collection chambers ,drains etc,. by mechanical means (JCB / Hydralic rock breaker / Poclain etc.,) including manual excavation in for the following type of soil / rock as per detailed specification and conforming to safety rules during progress of the work as complete with all respects complying with relevant standard specification. Rate to include backfilling, leveling, dressing of sides and ramming of bottom with all leads and lifts, transportation including getting out the excavated soil and disposal of surplus excavated soil within the construction site and inside the building plinth level including necessary compaction in layers of 150mm thick each complete as directed and dressing to proper level and graded as required etc, loading, unloading, plant and machinery, hire and fuel charges for tools and plants, | 2,250 | Cum | 250 ₹5.6 L | 260 ₹5.8 L | 240 ₹5.4 L |
| 8.00shoring, strutting required to keep the earth in position and baling out water, dewatering of all ground, surface and rain water, removal of slurry generated while excavation and keeping the area free from water, removal of loose pockets, slips and falls during excavation and compacting the same, Slinging or supporting pipes, electric cables, royalties, Seignorage and taking statutory approvals as necessary to carry out the work as complete with all respects complying with relevant standard specification, as directed by the Engineer-in-charge. | ||||||
| 9.00 | Supplying and Filling with M - sand in foundation and others sub structures for 100mm thick and well watered, rammed and consolidated by power compacter. The rate includes the cost of M sand, compacting with mechanical compactors, labour charges for leveling, loading & Unloading and Transportation charges etc., complete and as per the standard specification. | 190 | Cum | 2,600 ₹4.9 L | 2,700 ₹5.1 L | 2,450 ₹4.7 L |
| 10.00 | Providing Pre construction Anti termite treatment for the building including all chemicals as per standard specifications. Labour charges for preparing the areas for treatment spraying chemicals and other incidential charges etc., complete. The rate shall be inclusive of giving anti-termite treatment to the building for the following four stages including breaking the termite mounds making holes with crow bars at an intervel of 12"to a depth of 8" in the periphery of building and pouring chemicals etc., complete as per ISI 6313-1981 and. The antitermite chemicals used should have 0.5% concentration with 3L solution for the entire operation etc. as directed by the Engineer incharge and including cost of chemicals labour transportion etc., | 100 | Sqm | 150 ₹15,000 | 160 ₹16,000 | 140 ₹14,000 |
Tender Value
Refer Docs
EMD Value
₹7.4 L
Closing Date
6 Oct 2025, 3:00 pmClosed
Superintending Engineer I
Superintending Engineer-I, CW, CMDA, Koyambedu, Chennai
Construction of additional Toilets Guard Rooms, Entry and Bus Exit Arches Compound Wall, Cable Trench Storm Water Drain Pump Rooms Panel Rooms Providing Signages and Development of Landscaping at Bus Terminal at Chengalpattu
2025_CMDAC_607789_1
Short Tender Notice No.12/2025-26
Open Tender
Civil Works
60 days
Chengalpattu
Registration of Contractor, Annual Turnover, Similar Work experience, GST Registration, Income Tax Return, Site Visit Certificate
7 documents required · 7 mandatory
₹0
₹7.4 L
Yes
17 Oct 2025
23 Sept 2025
7 Oct 2025
23 Sept 2025
6 Oct 2025
29 Sept 2025
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