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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-Finance 2 E FRONT BLOCK 283 OLD NO 188 B P H ROAD KILPAUK CHENNAI 600010 | CHENNAI | TAMIL NADU | 600010 | L1 | Accepted-Finance L1 bidder | |
| 2 | L2₹4.0 Cr+₹57.6 L (17.0%)Rejected-Finance | L2 | Rejected-Finance Not L1 bidder | |
| 3 | Not Admitted-Fee/PreQual/Technical PLOT NO 5 E BLOCK 203 HARMONEY BLUE MOON ARUL MURUGAN NAGAR ZAMIN PALLAVARAM CHENNAI 600 117 | CHENGALPATTU | TAMIL NADU | 600117 | - | Not Admitted-Fee/PreQual/Technical Others-Not meeting the eligibility criteria as mentioned in the tender conditions, hence, the firm not qualified for further tender process |
| Sl No | Description | Qty | Unit | K.Murugesan & CO L2 | R.Krishnamurthy and Co L1 |
|---|---|---|---|---|---|
| 1.00Compound wall & Other Allied works | |||||
| 2.00 | Removing of existing surplus earth, rubbish and garbage through the lorry / truck including loading, unloading and transporting to out side the IITM premises including approval from local authorities like municipality/corporation complete as per the direction of Engineer in charge. Necessary deduction for voids @ of 20% will be made from the actual measured volume of rubbish. | 250 | Cum | 250 ₹62,500 Lowest | 267 ₹66,750 |
| 3.00 | Hire charges for engaging Tipper lorry for intercarting the available earth accumulated over to the venue from IIT Madras etc as directed by Engineer in charge. The rate including hire charges for Tipper, diesel, Driver bata etc., complete. | 15 | Day | 4,900 ₹73,500 | 3,244 ₹48,660 Lowest |
| 4.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil. | 667 | Cum | 280 ₹1,86,761 | 258 ₹1,72,087 Lowest |
| 5.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 425 | Cum | 280 ₹1,19,001 Lowest | 293 ₹1,24,526 |
| 6.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 904 | Cum | 120 ₹1,08,479 Lowest | 170 ₹1,53,679 |
| 7.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 115 | Cum | 3,000 ₹3,44,985 | 2,100 ₹2,41,490 Lowest |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 200 | Sqm | 800 ₹1,60,000 | 432 ₹86,400 Lowest |
| 9.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 163.7 | Cum | 6,500 ₹10,64,018 | 3,846 ₹6,29,571 Lowest |
| 10.00 | Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately) .Concrete grade M-35 (Cement content 380 kgs).Boundary wall panels to have IITM logo engraved with 12mm thickness as per direction of Engineer-in-Charge. The rate includes transportation of panels from factory to site, loading and unloading, Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916, slim pads etc. | 227 | Cum | 18,000 ₹40,86,000 Lowest | 18,000 ₹40,86,000 Lowest |
Tender Value
₹4.2 Cr
EMD Value
₹8.4 L
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Senior Horticulture Officer
Office of the Senior Horticulture Officer, Engineering Unit, Admin building 3rd floor, IIT Madras, Chennai-600036
Site development and construction of RCC precast compound wall around IITM land located in Block 8 TS No 3 and TS No 2 in Thiruvanmiyur village Velachery Taluk Chennai Schedule A Compound wall and Other Allied works
2026_IITM_270349_1
38/2025-26/Civil
Open Tender
Civil Works
Item Rate
120 days
IIT Madras, Chennai-36
As mentioned in the tender documents
3 documents required · 3 mandatory
₹0
₹8.4 L
THROUGH MS TEAMS
3 Jul 2026
11 Mar 2026
2 Apr 2026
11 Mar 2026
1 Apr 2026
18 Mar 2026
11 Mar 2026 - 16 Mar 2026
16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Compound wall & Other Allied works | - | - | - | - |
| - | Removing of existing surplus earth, rubbish and garbage through the lorry / truck including loading, unloading and transporting to out side the IITM premises including approval from local authorities like municipality/corporation complete as per the direction of Engineer in charge. Necessary deduction for voids @ of 20% will be made from the actual measured volume of rubbish. | 250 | Cum | - | - |
| - | Hire charges for engaging Tipper lorry for intercarting the available earth accumulated over to the venue from IIT Madras etc as directed by Engineer in charge. The rate including hire charges for Tipper, diesel, Driver bata etc., complete. | 15 | Day | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil. | 667 | Cum | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 425 | Cum | - | - |
| - | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 904 | Cum | - | - |
| - | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 115 | Cum | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 200 | Sqm | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 163.7 | Cum | - | - |
| - | Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately) .Concrete grade M-35 (Cement content 380 kgs).Boundary wall panels to have IITM logo engraved with 12mm thickness as per direction of Engineer-in-Charge. The rate includes transportation of panels from factory to site, loading and unloading, Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916, slim pads etc. | 227 | Cum | - | - |
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