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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.6 LAccepted-AOC | ₹37.6 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹39.9 L+₹2.3 L (6.11%)Rejected-AOC | ₹39.9 L+₹2.3 L (6.11%) | L2 | Rejected-AOC Second Lowest |
| 3 | L3₹40.4 L+₹2.8 L (7.34%)Rejected-AOC NO 43 SOUTH MADA STREET THIRUKKAZUKUNDRAM 603 109 CHENGALPATTU DISTRICT | THIRUKKAZUKUNDRAM | CHENGALPATTU | TAMIL NADU | 603109 | ₹40.4 L+₹2.8 L (7.34%) | L3 | Rejected-AOC Third Lowest |
| 4 | L4₹41.8 L+₹4.2 L (11.2%)Rejected-AOC 197 SATYA NIKETAN NEW DELHI 110021 | NEW DELHI | DELHI | 110021 | ₹41.8 L+₹4.2 L (11.2%) | L4 | Rejected-AOC Fourth Lowest |
| 5 | L5₹44.2 L+₹6.6 L (17.5%)Rejected-AOC NEIKKUPPI VILLAGE VENGAMPAKKAM POST KALPAKKAM 603 102 CHENGALPATTU DISTRICT | CHENGALPATTU | TAMIL NADU | 603102 | ₹44.2 L+₹6.6 L (17.5%) | L5 | Rejected-AOC Fifth Lowest |
| Sl No | Description | Qty | Unit | s venkatesan civil & electircal contractor L5 | V.Krishnan Civil Contractor L1 | G.Sudhakar L6 | S DILLI L2 | Dynamic Engineers L4 | T.P.MURUGAN TURNING AND WELDING WORKS L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 2,500 | Sq.m | 120 ₹3,00,000 | 100 ₹2,50,000 | 100 ₹2,50,000 | 30 ₹75,000 Lowest | 120 ₹3,00,000 | 60 ₹1,50,000 |
| 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 | 200 | Cu.m | 400 ₹80,000 | 470 ₹94,000 | 600 ₹1,20,000 | 150 ₹30,000 Lowest | 250 ₹50,000 | 550 ₹1,10,000 |
| 3.00 | 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. | 60 | Cu.m | 500 ₹30,000 | 400 ₹24,000 | 650 ₹39,000 | 275 ₹16,500 Lowest | 850 ₹51,000 | 550 ₹33,000 |
| 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. | 200 | Cu.m | 250 ₹50,000 | 200 ₹40,000 | 300 ₹60,000 | 150 ₹30,000 Lowest | 280 ₹56,000 | 1,100 ₹2,20,000 |
| 5.00 | Supplying and filling in childrens playing area with river sand/pebble stone sand including conveyance by lorry load, filling in layers of not more than 150mm in depth, each layer shall be well consolidated including watering, and dressing, levelling and dressing the top surface, etc., all complete as per standard specifications and as directed by Engineer- in-Charge. | 80 | Cu.m | 2,700 ₹2,16,000 | 2,500 ₹2,00,000 Lowest | 6,000 ₹4,80,000 | 3,600 ₹2,88,000 | 3,900 ₹3,12,000 | 3,300 ₹2,64,000 |
| 6.00 | Supplying and spreading of river pebbles (All colours) of various sizes ranges from 12mm to 40mm including loading, unloading, carriage etc., all complete as directed by Engineer- in-Charge. | 3,200 | Kgs. | 50 ₹1,60,000 | 28 ₹89,600 | 65 ₹2,08,000 | 50 ₹1,60,000 | 15 ₹48,000 Lowest | 55 ₹1,76,000 |
| 7.00 | 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. | 20 | Cu.m | 2,500 ₹50,000 | 2,000 ₹40,000 | 1,800 ₹36,000 Lowest | 2,300 ₹46,000 | 2,300 ₹46,000 | 2,500 ₹50,000 |
| 8.00 | 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. | 2,500 | Sq.m | 35 ₹87,500 | 15 ₹37,500 | 6 ₹15,000 Lowest | 6 ₹15,000 Lowest | 9 ₹22,500 | 15 ₹37,500 |
| 9.00Disposal of surplus excavated earth / Debris by collecting, loading, transporting by mechanical means and unloading them at places as shown by the Department within a lead specified below and levelling, etc., all complete as per specifications and as directed by the Engineer-in-Charge. Note: 1) The rates in respect of this item are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of rock from the corresponding stack / truck measurements. 2) The earth shall be dumped well inside the dumping yard and not over approach pathway road. | |||||||||
Tender Value
₹44.6 L
EMD Value
₹89,200
Closing Date
29 Apr 2026, 3:00 pmClosed
Chief Engineer, CEG, GSO
GSO Annex building, Kalpakkam - 603102
Development of Childrens park for Sampangi Samanthi and Amaravathi Tower blocks area in Anupuram Township.
2026_GSO_904827_1
GSO/CTC/CEG/318/2026
Open Tender
Civil Works
Item Rate
180 days
Anupuram
As stipulated in NIT/tender
8 documents required · 8 mandatory
₹0
₹89,200
22 Jun 2026
9 Apr 2026
30 Apr 2026
9 Apr 2026
29 Apr 2026
24 Apr 2026
10 Apr 2026 - 22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork 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. | |||||
| 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 | - | Cu.m | - | - |
| 3Earthwork 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. | |||||
| 4Filling 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. | |||||
| 5Supplying and filling in childrens playing area with river sand/pebble stone sand including conveyance by lorry load, filling in layers of not more than 150mm in depth, each layer shall be well consolidated including watering, and dressing, levelling and dressing the top surface, etc., all complete as per standard specifications and as directed by Engineer- in-Charge. | |||||
| 6Supplying and spreading of river pebbles (All colours) of various sizes ranges from 12mm to 40mm including loading, unloading, carriage etc., all complete as directed by Engineer- in-Charge. | |||||
| 7Providing 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. | |||||
| 8Clearing 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. | |||||
| 9Disposal of surplus excavated earth / Debris by collecting, loading, transporting by mechanical means and unloading them at places as shown by the Department within a lead specified below and levelling, etc., all complete as per specifications and as directed by the Engineer-in-Charge. Note: 1) The rates in respect of this item are applicable for the NET Quantities arrived at after making deductions for voids @ 20% in respect of soil and @ 50% in respect of rock from the corresponding stack / truck measurements. 2) The earth shall be dumped well inside the dumping yard and not over approach pathway road. | |||||
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