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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC | ₹1.9 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹2.2 Cr+₹24.8 L (12.8%)Rejected-AOC | ₹2.2 Cr+₹24.8 L (12.8%) | L2 | Rejected-AOC Second lowest bidder |
| Sl No | Description | Qty | Unit | SPK CONSTRUCTIONSS L1 | E. Sivaraman L2 |
|---|---|---|---|---|---|
| 1.00Earthwork 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.) | |||||
| 1.10 | All kinds of soil upto 1.50mtr depth | 450 | Cu.m | 180 ₹81,000 Lowest | 390 ₹1,75,500 |
| 1.20 | All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth | 150 | Cu.m | 200 ₹30,000 Lowest | 490 ₹73,500 |
| 2.00 | 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. | 580 | Cu.m | 200 ₹1,16,000 Lowest | 350 ₹2,03,000 |
| 3.00 | 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 1 Km and lift upto 1.5m etc., all complete as per specification. | 200 | Cu.m | 200 ₹40,000 Lowest | 450 ₹90,000 |
| 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 50m and lift upto 1.5m etc., all complete as per specification. | 30 | Cu.m | 110 ₹3,300 Lowest | 257 ₹7,710 |
| 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. | 50 | Cu.m | 2,915 ₹1,45,750 | 2,200 ₹1,10,000 Lowest |
| 6.00 | Providing Pre-Construction Anti-termite Treatment using Chlorpyriphos E.C 20% with 1 % concentration or other approved chemical as detailed below including cost of chemicals, labour and all other incidental charges for entire ground floor area of building and injecting termicide emulsion to the soil in contact with the foundation along the perimeter of both internal and external walls, etc., all as per IS: 6313 (Part-2).
1) Top surface of consolidated earth within plinth walls shall be treated with chemical emulsion @ 5 Ltr/Sq.m of the surface before the sand bed or sub-grade is laid.
2) Treatment along the external perimeter and internal perimeter at junction of the wall and the floor of the building shall be treated with chemical emulsion @ 7.5 Ltr/Sq.m, to facilitate this holes shall be provided @ 150mm apart upto GL for inner side and upto 300mm below GL for external perimeter.
3) The entire treatment shall be done as per the specifications and instructions of the termicide Manufacturer and as directed by the Department.
4) The treatment should be done by an agency specialized in the job having sufficient knowledge of anti termite treatment.
5) Five years guarantee from the date of completion of maintenance period shall be given by the contractor in the prescribed format of the department for the above anti-termite treatment work. | 350 | Sq.m | 15 ₹5,250 Lowest | 140 ₹49,000 |
| 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. | 1 | No. | 2,000 ₹2,000 | 500 ₹500 Lowest |
Tender Value
₹1.9 Cr
EMD Value
₹3.9 L
Closing Date
28 May 2026, 3:00 pmClosed
Chief Engineer, CEG, GSO
GSO Annex building, Kalpakkam - 603102
Construction of Bus Terminal in Kalpakkam Township.
2026_GSO_907381_1
GSO/CTC/CEG/329/2026
Open Tender
Civil Works - Buildings
Item Rate
270 days
Kalpakkam
As stipulated in NIT/tender
8 documents required · 8 mandatory
₹0
₹3.9 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 |
|---|---|---|---|---|---|
| 1Earthwork 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.) | |||||
| 0.0 | All kinds of soil upto 1.50mtr depth | 450 | Cu.m | 1 | ₹450 |
| 0.9 | All kinds of soil exceeding 1.50 mtr depth but not exceeding 3.00 mtr depth | 150 | Cu.m | 1 | ₹150 |
| 2 | 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. | 580 | Cu.m | 1 | ₹580 |
| 3 | 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 1 Km and lift upto 1.5m etc., all complete as per specification. | 200 | Cu.m | 1 | ₹200 |
| 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 50m and lift upto 1.5m etc., all complete as per specification. | 30 | Cu.m | 1 | ₹30 |
| 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. | 50 | Cu.m | 1 | ₹50 |
| 6 | Providing Pre-Construction Anti-termite Treatment using Chlorpyriphos E.C 20% with 1 % concentration or other approved chemical as detailed below including cost of chemicals, labour and all other incidental charges for entire ground floor area of building and injecting termicide emulsion to the soil in contact with the foundation along the perimeter of both internal and external walls, etc., all as per IS: 6313 (Part-2).
1) Top surface of consolidated earth within plinth walls shall be treated with chemical emulsion @ 5 Ltr/Sq.m of the surface before the sand bed or sub-grade is laid.
2) Treatment along the external perimeter and internal perimeter at junction of the wall and the floor of the building shall be treated with chemical emulsion @ 7.5 Ltr/Sq.m, to facilitate this holes shall be provided @ 150mm apart upto GL for inner side and upto 300mm below GL for external perimeter.
3) The entire treatment shall be done as per the specifications and instructions of the termicide Manufacturer and as directed by the Department.
4) The treatment should be done by an agency specialized in the job having sufficient knowledge of anti termite treatment.
5) Five years guarantee from the date of completion of maintenance period shall be given by the contractor in the prescribed format of the department for the above anti-termite treatment work. | 350 | Sq.m | 1 | ₹350 |
| 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. | |||||
| 0.9 | Beyond 300mm girth upto and including 600mm girth. | 1 | No. | 1 | ₹1 |
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