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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 CrAccepted-AOC CMS ATS GSO KALPAKKAM 603 102 CHENGALPATTU DISTRICT TAMIL NADU | CHENGALPATTU | TAMIL NADU | 603102 | ₹12.6 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹13.0 Cr+₹41.5 L (3.30%)Rejected-AOC | ₹13.0 Cr+₹41.5 L (3.30%) | L2 | Rejected-AOC Second lowest bidder |
| 3 | L3₹13.0 Cr+₹42.3 L (3.37%)Rejected-AOC | ₹13.0 Cr+₹42.3 L (3.37%) | L3 | Rejected-AOC Third lowest bidder |
| Sl No | Description | Qty | Unit | M/s. Ashok constructions L1 | A.KULANDAI RAJ AND CO. L2 | SEKAR CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|
| 1.00 | PART - A : CIVIL ITEMS
Earthwork in open/ Surface Excavation not exceeding 300mm in depth but exceeding 1.5m in width as well as 10 sqm on plan in all types of soil, mixture of gravel and disintegrated rock, hard stiff clay including grading and levelling neatly by breaking clods, disposal of excavated earth upto 50m lead & lift upto 1.5m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed) etc., all complete as per specifications. | 1,720 | Sq.m | 150 ₹2,58,000 Lowest | 150 ₹2,58,000 Lowest | 160 ₹2,75,200 |
| 2.00Earthwork excavation by mechanical means (Hydraulic excavator)/manual means for foundations, trenches, etc., not exceeding 1.5m in width or 10 sqm on plan in hard gravelly soil and other types of soil including bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing/disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) with lift upto 1.5m and within a lead of 50 metres, etc., all complete as per specifications and as directed. | ||||||
| 2.10 | All kinds of soil upto 1.50mtr depth | 1,280 | Cu.m | 400 ₹5,12,000 | 380 ₹4,86,400 Lowest | 520 ₹6,65,600 |
| 2.20 | All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth | 340 | Cu.m | 500 ₹1,70,000 | 480 ₹1,63,200 Lowest | 580 ₹1,97,200 |
| 3.00Earthwork excavation by mechanical means (Hydraulic excavator)/manual means for foundations, trenches, etc., not exceeding 1.5mtr. in width or 10 sqm on plan in following type of soil/rock including bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing/ disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) within a lead of 50m, etc., all complete as per specifications and as directed. | ||||||
| 3.10 | Ordinary/ soft rock upto 1.50 mtr. Depth | 5 | Cu.m | 550 ₹2,750 | 500 ₹2,500 Lowest | 650 ₹3,250 |
| 3.20 | Ordinary/ soft rock exceeding 1.50 mtr. depth but not exceeding 3.0 mtr. depth | 10 | Cu.m | 1,000 ₹10,000 | 900 ₹9,000 Lowest | 1,100 ₹11,000 |
| 4.00 | Excavating trenches of required width by mechanical means (Hydraulic excavator)/ manual means for pipes, cables etc., for depth upto 1.5m in all kinds of soil including excavation for sockets, dressing of sides, ramming of bottoms, getting out the excavated soil and then refilling the soil as required in layers not exceeding 200mm in depth, consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed within a lead of 50m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed) etc., all complete as per specification. | 330 | Cu.m | 400 ₹1,32,000 Lowest | 440 ₹1,45,200 | 500 ₹1,65,000 |
| 5.00 | Filling available selected excavated earth (excluding rock) in trenches, plinth, sides of foundation etc., in layer not exceeding 200 mm in depth including consolidating each deposited layer by ramming and watering, lead upto 1 km and lift upto 1.5m etc., all complete as per specification. | 300 | Cu.m | 150 ₹45,000 Lowest | 180 ₹54,000 | 185 ₹55,500 |
| 6.00 | Filling available selected excavated earth (excluding rock) in trenches, plinth, sides of foundation etc., in layer not exceeding 200 mm in depth including consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m etc., all complete as per specification. | 930 | Cu.m | 125 ₹1,16,250 Lowest | 160 ₹1,48,800 | 160 ₹1,48,800 |
Tender Value
₹12.2 Cr
EMD Value
₹22.2 L
Closing Date
15 Jul 2025, 3:00 pmClosed
Chief Engineer, CEG, GSO
GSO Annex building, Kalpakkam - 603102
Construction of AECS - IV school - Phase - II building in Anupuram Township.
2025_GSO_862186_1
GSO/CTC/CEG/199/2025
Open Tender
Civil Works - Buildings
Item Rate
545 days
Anupuram
As stipulated in NIT/tender
8 documents required · 8 mandatory
₹0
₹22.2 L
24 Feb 2026
12 Jun 2025
16 Jul 2025
12 Jun 2025
15 Jul 2025
26 Jun 2025
13 Jun 2025 - 24 Jun 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | PART - A : CIVIL ITEMS
Earthwork in open/ Surface Excavation not exceeding 300mm in depth but exceeding 1.5m in width as well as 10 sqm on plan in all types of soil, mixture of gravel and disintegrated rock, hard stiff clay including grading and levelling neatly by breaking clods, disposal of excavated earth upto 50m lead & lift upto 1.5m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed) etc., all complete as per specifications. | 1,720 | Sq.m | 1 | ₹1,720 |
| 2Earthwork excavation by mechanical means (Hydraulic excavator)/manual means for foundations, trenches, etc., not exceeding 1.5m in width or 10 sqm on plan in hard gravelly soil and other types of soil including bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing/disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) with lift upto 1.5m and within a lead of 50 metres, etc., all complete as per specifications and as directed. | |||||
| 0.0 | All kinds of soil upto 1.50mtr depth | 1,280 | Cu.m | 1 | ₹1,280 |
| 0.0 | All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth | 340 | Cu.m | 1 | ₹340 |
| 3Earthwork excavation by mechanical means (Hydraulic excavator)/manual means for foundations, trenches, etc., not exceeding 1.5mtr. in width or 10 sqm on plan in following type of soil/rock including bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing/ disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) within a lead of 50m, etc., all complete as per specifications and as directed. | |||||
| 0.0 | Ordinary/ soft rock upto 1.50 mtr. Depth | 5 | Cu.m | 1 | ₹5 |
| 0.0 | Ordinary/ soft rock exceeding 1.50 mtr. depth but not exceeding 3.0 mtr. depth | 10 | Cu.m | 1 | ₹10 |
| 4 | Excavating trenches of required width by mechanical means (Hydraulic excavator)/ manual means for pipes, cables etc., for depth upto 1.5m in all kinds of soil including excavation for sockets, dressing of sides, ramming of bottoms, getting out the excavated soil and then refilling the soil as required in layers not exceeding 200mm in depth, consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed within a lead of 50m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed) etc., all complete as per specification. | 330 | Cu.m | 1 | ₹330 |
| 5 | Filling available selected excavated earth (excluding rock) in trenches, plinth, sides of foundation etc., in layer not exceeding 200 mm in depth including consolidating each deposited layer by ramming and watering, lead upto 1 km and lift upto 1.5m etc., all complete as per specification. | 300 | Cu.m | 1 | ₹300 |
| 6 | Filling available selected excavated earth (excluding rock) in trenches, plinth, sides of foundation etc., in layer not exceeding 200 mm in depth including consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m etc., all complete as per specification. | 930 | Cu.m | 1 | ₹930 |
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