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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC | ₹1.0 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹1.0 Cr+₹1.6 L (1.51%)Rejected-AOC CMS ATS GSO KALPAKKAM 603 102 CHENGALPATTU DISTRICT TAMIL NADU | CHENGALPATTU | TAMIL NADU | 603102 | ₹1.0 Cr+₹1.6 L (1.51%) | L2 | Rejected-AOC Second lowest bidder |
| 3 | L3₹1.1 Cr+₹3.1 L (2.98%)Rejected-AOC 197 SATYA NIKETAN NEW DELHI 110021 | NEW DELHI | DELHI | 110021 | ₹1.1 Cr+₹3.1 L (2.98%) | L3 | Rejected-AOC Third lowest bidder |
| 4 | L4₹1.1 Cr+₹8.2 L (7.91%)Rejected-AOC OLD NO 5 NEW NO 7 LAKSHMI GARDENS 3RD FLOOR 4TH STREET RANGARAJAPURAM SRINAGAR COLONY SAIDAPET CHENNAI 600015 | CHENNAI | CHENNAI | TAMIL NADU | 600015 | ₹1.1 Cr+₹8.2 L (7.91%) | L4 | Rejected-AOC Fourth lowest bidder |
| 5 | L5₹1.1 Cr+₹9.8 L (9.52%)Rejected-AOC | ₹1.1 Cr+₹9.8 L (9.52%) | L5 | Rejected-AOC Fifth lowest bidder |
| Sl No | Description | Qty | Unit | SPK CONSTRUCTIONSS L6 | M/s. Ashok constructions L2 | Creators Engineers and Interiors Pvt Ltd L4 | E.SEKAR CONTRACTOR L7 | Dynamic Engineers L3 | power system L1 | E. Sivaraman L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in open / Surface Excavation not exceeding 300mm in depth but exceeding 1.5m in width as well as 10 sq.m 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. | 400 | Sq.m. | 50 ₹20,000 Lowest | 180 ₹72,000 | 190 ₹76,000 | 110 ₹44,000 | 100 ₹40,000 | 150 ₹60,000 | 390 ₹1,56,000 |
| 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 shoring, strutting, 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) stacking the excavated material away from edge of trenches within a lead of 50 metres, etc., all complete as per specifications and as directed by the Engineer-in-charge. (Note: Only plan dimension of the foundation concrete shall be measured for payment except for under ground water proofing.) | ||||||||||
| 2.10 | All kinds of soil upto 1.50mtr depth | 350 | Cu.m | 200 ₹70,000 Lowest | 500 ₹1,75,000 | 280 ₹98,000 | 480 ₹1,68,000 | 600 ₹2,10,000 | 500 ₹1,75,000 | 490 ₹1,71,500 |
| 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. | 140 | Cu.m | 225 ₹31,500 Lowest | 500 ₹70,000 | 370 ₹51,800 | 550 ₹77,000 | 700 ₹98,000 | 500 ₹70,000 | 390 ₹54,600 |
| 4.00 | Filling available selected excavated earth (excluding rock) available at site in trenches, plinth, sides of foundation, etc., in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming and watering, levelling and dressing the top surface, lead upto 200m and lift upto 1.5m etc., all complete as per specification. | 400 | Cu.m | 100 ₹40,000 Lowest | 200 ₹80,000 | 190 ₹76,000 | 350 ₹1,40,000 | 225 ₹90,000 | 300 ₹1,20,000 | 400 ₹1,60,000 |
| 5.00Trimming of tree branches, which causing hindrance to free vehicle movement, blocking street light and touching the building etc., on road sides, avenues, streets and near buildings, including cutting the branches of tress using necessary tools, collecting, transporting and disposing them at places shown by the department using their own means of conveyance to the lead of 2Kms all as directed by the Engineer-in-charge | ||||||||||
| 5.10 | Beyond 300mm grith upto and including 600mm grith | 30 | Nos. | 550 ₹16,500 | 1,500 ₹45,000 | 1,000 ₹30,000 | 600 ₹18,000 | 2,000 ₹60,000 | 700 ₹21,000 | 300 ₹9,000 Lowest |
| 5.20 | Beyond 600mm girth upto and including 1200mm girth. | 30 | Nos. | 1,000 ₹30,000 | 3,000 ₹90,000 | 2,800 ₹84,000 | 1,200 ₹36,000 | 2,500 ₹75,000 | 800 ₹24,000 | 600 ₹18,000 Lowest |
| 6.00Cutting 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. | ||||||||||
| 6.10 | Beyond 300mm girth upto and including 600mm girth. | 27 | Nos. | 2,000 ₹54,000 | 1,500 ₹40,500 | 5,500 ₹1,48,500 | 500 ₹13,500 Lowest | 500 ₹13,500 Lowest | 500 ₹13,500 Lowest | 1,200 ₹32,400 |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
28 May 2026, 3:00 pmClosed
Chief Engineer, CEG, GSO
GSO Annex building, Kalpakkam - 603102
Construction of Four wheeler parking shed in Kalpakkam Township.
2026_GSO_907393_1
GSO/CTC/CEG/330/2026
Open Tender
Civil Works - Others
Item Rate
180 days
Kalpakkam
As stipulated in NIT/tender
8 documents required · 8 mandatory
₹0
₹2.4 L
18 Aug 2026
7 May 2026
29 May 2026
7 May 2026
28 May 2026
22 May 2026
8 May 2026 - 20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in open / Surface Excavation not exceeding 300mm in depth but exceeding 1.5m in width as well as 10 sq.m 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. | 400 | Sq.m. | 1 | ₹400 |
| 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 shoring, strutting, 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) stacking the excavated material away from edge of trenches within a lead of 50 metres, etc., all complete as per specifications and as directed by the Engineer-in-charge. (Note: Only plan dimension of the foundation concrete shall be measured for payment except for under ground water proofing.) | |||||
| 2.1 | All kinds of soil upto 1.50mtr depth | 350 | Cu.m | 1 | ₹350 |
| 3 | 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. | 140 | Cu.m | 1 | ₹140 |
| 4 | Filling available selected excavated earth (excluding rock) available at site in trenches, plinth, sides of foundation, etc., in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming and watering, levelling and dressing the top surface, lead upto 200m and lift upto 1.5m etc., all complete as per specification. | 400 | Cu.m | 1 | ₹400 |
| 5Trimming of tree branches, which causing hindrance to free vehicle movement, blocking street light and touching the building etc., on road sides, avenues, streets and near buildings, including cutting the branches of tress using necessary tools, collecting, transporting and disposing them at places shown by the department using their own means of conveyance to the lead of 2Kms all as directed by the Engineer-in-charge | |||||
| 5.1 | Beyond 300mm grith upto and including 600mm grith | 30 | Nos. | 1 | ₹30 |
| 5.2 | Beyond 600mm girth upto and including 1200mm girth. | 30 | Nos. | 1 | ₹30 |
| 6Cutting 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. | |||||
| 6.1 | Beyond 300mm girth upto and including 600mm girth. | 27 | Nos. | 1 | ₹27 |
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