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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.6 LAccepted-AOC 197 SATYA NIKETAN NEW DELHI 110021 | NEW DELHI | DELHI | 110021 | ₹48.6 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹49.8 L+₹1.2 L (2.40%)Rejected-AOC | ₹49.8 L+₹1.2 L (2.40%) | L2 | Rejected-AOC Second Lowest |
| 3 | L3₹53.6 L+₹5.0 L (10.3%)Rejected-AOC | ₹53.6 L+₹5.0 L (10.3%) | L3 | Rejected-AOC Third Lowest |
| 4 | L4₹58.4 L+₹9.8 L (20.2%)Rejected-AOC | ₹58.4 L+₹9.8 L (20.2%) | L4 | Rejected-AOC Fourth Lowest |
| Sl No | Description | Qty | Unit | G THANGAMANI L3 | Dynamic Engineers L1 | R VEERARAGHAVAN L4 | S DILLI L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 200 | Sq.m | 160 ₹32,000 | 85 ₹17,000 | 90 ₹18,000 | 30 ₹6,000 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 | 90 | Cu.m | 570 ₹51,300 | 335 ₹30,150 | 600 ₹54,000 | 250 ₹22,500 Lowest |
| 2.20 | All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth | 5 | Cu.m | 590 ₹2,950 | 380 ₹1,900 | 600 ₹3,000 | 300 ₹1,500 Lowest |
| 3.00 | 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. | 35 | Cu.m | 590 ₹20,650 | 420 ₹14,700 | 650 ₹22,750 | 250 ₹8,750 Lowest |
| 4.00 | 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 200 m and lift upto 1.5m etc., all complete as per specification. | 85 | Cu.m | 240 ₹20,400 | 170 ₹14,450 | 400 ₹34,000 | 150 ₹12,750 Lowest |
| 5.00 | Providing and laying of Wet Mix Macadam (WMM) for Sub-base and base course conforming to clause 406 of MORT&H Specification for road and bridge works (Fifth Revision) using 53mm downgraded stone aggregate including cost of coarse aggregates, fine aggregate, premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with paver/motor grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., all as per specification and as directed by Engineer-in-charge. | 10 | Cu.m | 2,200 ₹22,000 | 1,700 ₹17,000 Lowest | 2,000 ₹20,000 | 1,900 ₹19,000 |
| 6.00 | Clearing heavy jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level, removal of rubbish upto a distance of 60m outside the periphery of the area cleared, cutting and stacking the useful fire wood if any within an initial lead of 100 mtrs etc., all complete as per specification and as directed by Engineer-In-Charge. | 200 | Sq.m | 4.4 ₹880 Lowest | 15 ₹3,000 | 18 ₹3,600 | 8 ₹1,600 |
| 7.00Cutting and felling trees of the girth (measured at a height of 1m above ground level) including cutting of trunks, branches, removing the roots, stacking of serviceable materials and disposal of unserviceable materials within a lead of 200m including filling the pits and depression with excavated earth, etc., all as directed by Engineer-In-Charge. | |||||||
| 7.10 | Beyond 300mm girth upto and including 600mm girth. | 10 | Nos. | 1,140 ₹11,400 | 350 ₹3,500 Lowest | 400 ₹4,000 | 350 ₹3,500 Lowest |
Tender Value
₹51.6 L
EMD Value
₹1.0 L
Closing Date
19 Feb 2026, 3:00 pmClosed
Chief Engineer, CEG, GSO
GSO Annex building, Kalpakkam - 603102
Construction of Electrical panel room for augmenting Electrical system in STP and Lift station in Anupuram Township.
2026_GSO_895389_1
GSO/CTC/CEG/293/2026
Open Tender
Civil Works - Buildings
Item Rate
180 days
Anupuram
As stipulated in NIT
8 documents required · 8 mandatory
₹0
₹1.0 L
21 Apr 2026
30 Jan 2026
20 Feb 2026
30 Jan 2026
19 Feb 2026
13 Feb 2026
31 Jan 2026 - 11 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 200 | Sq.m | 1 | ₹200 |
| 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 | 90 | Cu.m | 1 | ₹90 |
| 2.2 | All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth | 5 | Cu.m | 1 | ₹5 |
| 3 | 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. | 35 | Cu.m | 1 | ₹35 |
| 4 | 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 200 m and lift upto 1.5m etc., all complete as per specification. | 85 | Cu.m | 1 | ₹85 |
| 5 | Providing and laying of Wet Mix Macadam (WMM) for Sub-base and base course conforming to clause 406 of MORT&H Specification for road and bridge works (Fifth Revision) using 53mm downgraded stone aggregate including cost of coarse aggregates, fine aggregate, premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with paver/motor grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., all as per specification and as directed by Engineer-in-charge. | 10 | Cu.m | 1 | ₹10 |
| 6 | Clearing heavy jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level, removal of rubbish upto a distance of 60m outside the periphery of the area cleared, cutting and stacking the useful fire wood if any within an initial lead of 100 mtrs etc., all complete as per specification and as directed by Engineer-In-Charge. | 200 | Sq.m | 1 | ₹200 |
| 7Cutting and felling trees of the girth (measured at a height of 1m above ground level) including cutting of trunks, branches, removing the roots, stacking of serviceable materials and disposal of unserviceable materials within a lead of 200m including filling the pits and depression with excavated earth, etc., all as directed by Engineer-In-Charge. | |||||
| 7.1 | Beyond 300mm girth upto and including 600mm girth. | 10 | Nos. | 1 | ₹10 |
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