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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 LAccepted-Finance | ₹13.8 L | L1 | Accepted-Finance Quoted lowest amount |
| 2 | L2₹13.9 LRejected-Finance | ₹13.9 L | L2 | Rejected-Finance Not quoted lowest amount |
| 3 | L3₹14.8 LRejected-Finance | ₹14.8 L | L3 | Rejected-Finance Not quoted lowest amount |
| 4 | Rejected-Technical | - | - | Rejected-Technical IT Returns certificate for the last three financial years has not been submitted |
| Sl No | Description | Qty | Unit | SHIVANAGAMMAI ENGINEERING CONTRACTORS L3 | VE KAY CONSTRUCTIONS L2 | PK ASSOCIATES L1 | SAS CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|
| 1.00Earth work excavation for foundation in all soils and sub-soils to the required depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting, and bailing out water wherever necessary and refilling the sides of foundation with excavated earth in 150mm thick layers well watered rammed and consolidated and depositing the surplus carth in places shown clearing and levelling the site with an initial lead of 10 metres and lift as specified here under etc., all complete in all respects complying with relevant standard specification and as directed by the departmental officer. | |||||||
| 1.01 | 0 to 2m | 96 | Cum | 100 ₹9,600 Lowest | 343.83 ₹33,007.68 | 130 ₹12,480 | 200 ₹19,200 |
| 1.02 | 2 to 3m | 19.2 | Cum | 100 ₹1,920 Lowest | 331.45 ₹6,363.84 | 140 ₹2,688 | 250 ₹4,800 |
| 2.00 | Supplying and filling in foundation and basement with Stone Dust in layers of 150mm thickness well watered rammed and consolidated etc., all complete in all respects complying with relevant standard specification and as directed by the departmental officer. | 4.03 | Cum | 250 ₹1,007.5 Lowest | 339.95 ₹1,370 | 390 ₹1,571.7 | 500 ₹2,015 |
| 3.00 | Cement concrete 1:5:10 (One of cement, five of sand and ten of hard broken stone jelly) for foundation and flooring using 40 mm size broken stone jelly inclusive of shoring, strutting,baling out water wherever necessary ramming, curing etc., all complete in all respects complying with relevant standard specification and as directed by the departmental officer. | 4.03 | Cum | 5,000 ₹20,150 | 4,958.8 ₹19,983.96 | 4,000 ₹16,120 Lowest | 5,000 ₹20,150 |
| 4.00 | Cement Concrete 1:1.5:3 (One of cement, one and half of sand and three of hard broken stone jelly) for all reinforced cement concrete works, namely plinth beams, columns, tie beams, column footings, slab, etc. using 20mm gauge hard broken stone jelly excluding the cost of reinforcement grills, fabrication charges, shuttering and centering but including vibrating, laying, curing etc., all complete in all respects complying with relevant standard specification and as directed by the departmental officer. | 34.7 | Cum | 7,500 ₹2,60,250 | 7,546.36 ₹2,61,858.69 | 6,000 ₹2,08,200 Lowest | 8,000 ₹2,77,600 |
| 5.00Supply and erecting, centering for sides and sofits including supports and strutting up to 3.29 mt high for plane surfaces such as RCC slabs, rectangular beams, Tee (or) Ell beams, lintels, Bed Blocks, slabs, landing beam, canopy side slab or boxing or vertical slabs, rectangular or square or round columns etc., as detailed below with all cross bracings using MS sheets of size 90cm x 60cm and BG 10 stiffened with welded MS angles of size 25mm x 25mm x 3mm for boarding laid over silver oak or country wood joist of size 10cm x 6.5cm spaced at about 90cm centre to centre and supported by casurina props 10cm to 13cm dia spaced about 75cm center to centre or at suitable intervals etc., all complete in all respects complying with relevant standard specification and as directed by the departmental officer. | |||||||
| 5.01 | For plain surfaces like RCC boxig side slab and similar vertical slab with all cross bacings etc., all complete in all respects complying with relevant standard specification and as directed by the departmental officer. | 131.2 | Sqm | 850 ₹1,11,520 | 1,153.73 ₹1,51,369.38 | 600 ₹78,720 Lowest | 1,300 ₹1,70,560 |
| 5.02 | For RCC Slab, Rectangular Lintels, Bed Blocks, Staircase waist and landing slab, canopy, Beams tee or ELL Beams,lintels bed blocks etc., all complete in all respects complying with relevant standard specification and as directed by the departmental officer. | 35.92 | Sqm | 850 ₹30,532 Lowest | 1,076.94 ₹38,683.68 | 900 ₹32,328 | 1,400 ₹50,288 |
| 6.00 | Finishing the top of flooring with cement concrete 1:3 Ellis pattern flooring 20mm thick in cement concrete 1:3 (One of cement and Three of stone jelly) using 10mm and less hard broken stone chips (No sand to be used) including laying, curing, finishing etc., all complete in all respects complying with relevant standard specification and as directed by the departmental officer. | 18.72 | Sqm | 250 ₹4,680 Lowest | 560.14 ₹10,485.82 | 500 ₹9,360 | 500 ₹9,360 |
Tender Value
Refer Docs
EMD Value
₹16,600
Closing Date
17 Aug 2026, 3:00 pmClosed
Executive Engineer and Ado
Anna Nagar Division, TNHB Head Office Building, 4th Floor, B wing, 1st Main Road, CIT Nagar, Chennai 600 035, Tamil Nadu
Proposed construction of UG sump for the Construction of 64 tenements at Powerkuppam scheme, Chennai
2026_TNHB_690345_1
TNHB/AND/18/2026-27
Open Tender
Civil Works
Item Rate
30 days
Powerkuppam
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹16,600
25 Aug 2026
3 Aug 2026
17 Aug 2026
3 Aug 2026
17 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work excavation for foundation in all soils and sub-soils to the required depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting, and bailing out water wherever necessary and refilling the sides of foundation with excavated earth in 150mm thick layers well watered rammed and consolidated and depositing the surplus carth in places shown clearing and levelling the site with an initial lead of 10 metres and lift as specified here under etc., all complete in all respects complying with relevant standard specification and as directed by the departmental officer. | |||||
| 1.01 | 0 to 2m | 96 | Cum | - | - |
| 1.02 | 2 to 3m | 19.2 | Cum | - | - |
| 2 | Supplying and filling in foundation and basement with Stone Dust in layers of 150mm thickness well watered rammed and consolidated etc., all complete in all respects complying with relevant standard specification and as directed by the departmental officer. | 4.03 | Cum | - | - |
| - | Cement concrete 1:5:10 (One of cement, five of sand and ten of hard broken stone jelly) for foundation and flooring using 40 mm size broken stone jelly inclusive of shoring, strutting,baling out water wherever necessary ramming, curing etc., all complete in all respects complying with relevant standard specification and as directed by the departmental officer. | 4.03 | Cum | - | - |
| - | Cement Concrete 1:1.5:3 (One of cement, one and half of sand and three of hard broken stone jelly) for all reinforced cement concrete works, namely plinth beams, columns, tie beams, column footings, slab, etc. using 20mm gauge hard broken stone jelly excluding the cost of reinforcement grills, fabrication charges, shuttering and centering but including vibrating, laying, curing etc., all complete in all respects complying with relevant standard specification and as directed by the departmental officer. | 34.7 | Cum | - | - |
| 5Supply and erecting, centering for sides and sofits including supports and strutting up to 3.29 mt high for plane surfaces such as RCC slabs, rectangular beams, Tee (or) Ell beams, lintels, Bed Blocks, slabs, landing beam, canopy side slab or boxing or vertical slabs, rectangular or square or round columns etc., as detailed below with all cross bracings using MS sheets of size 90cm x 60cm and BG 10 stiffened with welded MS angles of size 25mm x 25mm x 3mm for boarding laid over silver oak or country wood joist of size 10cm x 6.5cm spaced at about 90cm centre to centre and supported by casurina props 10cm to 13cm dia spaced about 75cm center to centre or at suitable intervals etc., all complete in all respects complying with relevant standard specification and as directed by the departmental officer. | |||||
| 5.01 | For plain surfaces like RCC boxig side slab and similar vertical slab with all cross bacings etc., all complete in all respects complying with relevant standard specification and as directed by the departmental officer. | 131.2 | Sqm | - | - |
| 5.02 | For RCC Slab, Rectangular Lintels, Bed Blocks, Staircase waist and landing slab, canopy, Beams tee or ELL Beams,lintels bed blocks etc., all complete in all respects complying with relevant standard specification and as directed by the departmental officer. | 35.92 | Sqm | - | - |
| 6 | Finishing the top of flooring with cement concrete 1:3 Ellis pattern flooring 20mm thick in cement concrete 1:3 (One of cement and Three of stone jelly) using 10mm and less hard broken stone chips (No sand to be used) including laying, curing, finishing etc., all complete in all respects complying with relevant standard specification and as directed by the departmental officer. | 18.72 | Sqm | - | - |
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