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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAccepted-AOC CMS ATS GSO KALPAKKAM 603 102 CHENGALPATTU DISTRICT TAMIL NADU | CHENGALPATTU | TAMIL NADU | 603102 | ₹5.1 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹5.5 Cr+₹46.2 L (9.13%)Rejected-AOC | ₹5.5 Cr+₹46.2 L (9.13%) | L2 | Rejected-AOC L2 bidder |
| 3 | L3₹5.6 Cr+₹55.1 L (10.9%)Rejected-AOC | ₹5.6 Cr+₹55.1 L (10.9%) | L3 | Rejected-AOC Third lowest |
| Sl No | Description | Qty | Unit | M/s. Ashok constructions L1 | SAKTHI ENGINEERS L2 | EC Enterprises L3 |
|---|---|---|---|---|---|---|
| 1.00 | PART - A : CIVIL WORKS
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. | 150 | Sq.m | 100 ₹15,000 Lowest | 125 ₹18,750 | 100 ₹15,000 Lowest |
| 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 | 470 | Cu.m | 325 ₹1,52,750 Lowest | 400 ₹1,88,000 | 400 ₹1,88,000 |
| 2.20 | All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth | 190 | Cu.m | 400 ₹76,000 Lowest | 420 ₹79,800 | 500 ₹95,000 |
| 2.30 | Ordinary/ soft rock upto 1.50 mtr. Depth | 5 | Cu.m | 350 ₹1,750 Lowest | 400 ₹2,000 | 600 ₹3,000 |
| 2.40 | Ordinary/ soft rock exceeding 1.50 mtr. depth but not exceeding 3.0 mtr. depth | 5 | Cu.m | 500 ₹2,500 | 480 ₹2,400 Lowest | 850 ₹4,250 |
| 3.00Earthwork in open Excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) in all types of soil, mixture of gravel, disintegrated rock, hard stiff clay, soft rock, hard rock including bailing of water, if necessary, dressing of sides, shoring, benching, levelling and ramming the bottom surfaces, with lift as given below and disposal of excavated earth within a lead of 50 metres, etc., all complete as per specifications and as directed by the Engineer-in-Charge. | ||||||
| 3.10 | All kinds of soil - Upto 1.5 mtr depth from AGL | 560 | Cu.m | 375 ₹2,10,000 Lowest | 480 ₹2,68,800 | 490 ₹2,74,400 |
| 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. | 450 | Cu.m | 450 ₹2,02,500 Lowest | 500 ₹2,25,000 | 540 ₹2,43,000 |
| 5.00 | Earthwork excavation for trial pits of required size in hard gravelly soil and other types of soil upto 1.50 mtr. depth without damaging the existing underground service lines including shoring, strutting, bailing of water, protection of existing underground utilities such as water line, service cables, etc., refilling the sides of trial pit 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 a lead of 50 metres and finishing the surface to proper level etc., all complete as per specifications and as directed by Engineer- in-Charge. | 110 | Cu.m | 500 ₹55,000 Lowest | 525 ₹57,750 | 510 ₹56,100 |
Tender Value
₹4.6 Cr
EMD Value
₹9.2 L
Closing Date
16 Oct 2025, 3:00 pmClosed
Chief Engineer, CEG, GSO
GSO Annex building, Kalpakkam - 603102
Construction of Swimming pool in Anupuram Township.
2025_GSO_879002_1
GSO/CTC/CEG/248/2025
Open Tender
Civil Works - Buildings
Item Rate
365 days
Anupuram
As stipulated in NIT/tender
8 documents required · 8 mandatory
₹0
₹9.2 L
25 Feb 2026
26 Sept 2025
17 Oct 2025
26 Sept 2025
16 Oct 2025
10 Oct 2025
27 Sept 2025 - 8 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | PART - A : CIVIL WORKS
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. | 150 | Sq.m | 1 | ₹150 |
| 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. | |||||
| 2.1 | All kinds of soil upto 1.50mtr depth | 470 | Cu.m | 1 | ₹470 |
| 2.2 | All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth | 190 | Cu.m | 1 | ₹190 |
| 2.3 | Ordinary/ soft rock upto 1.50 mtr. Depth | 5 | Cu.m | 1 | ₹5 |
| 2.4 | Ordinary/ soft rock exceeding 1.50 mtr. depth but not exceeding 3.0 mtr. depth | 5 | Cu.m | 1 | ₹5 |
| 3Earthwork in open Excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) in all types of soil, mixture of gravel, disintegrated rock, hard stiff clay, soft rock, hard rock including bailing of water, if necessary, dressing of sides, shoring, benching, levelling and ramming the bottom surfaces, with lift as given below and disposal of excavated earth within a lead of 50 metres, etc., all complete as per specifications and as directed by the Engineer-in-Charge. | |||||
| 3.1 | All kinds of soil - Upto 1.5 mtr depth from AGL | 560 | Cu.m | 1 | ₹560 |
| 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. | 450 | Cu.m | 1 | ₹450 |
| 5 | Earthwork excavation for trial pits of required size in hard gravelly soil and other types of soil upto 1.50 mtr. depth without damaging the existing underground service lines including shoring, strutting, bailing of water, protection of existing underground utilities such as water line, service cables, etc., refilling the sides of trial pit 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 a lead of 50 metres and finishing the surface to proper level etc., all complete as per specifications and as directed by Engineer- in-Charge. | 110 | Cu.m | 1 | ₹110 |
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