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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.6 LAccepted-Finance | ₹7.6 L | 1 | Accepted-Finance L1 |
| 2 | 2₹7.7 LRejected-Finance 727 EAST KATTU KOTTAI NADUVALUR POST GANGAVALLI TK SALEM DT | ₹7.7 L | 2 | Rejected-Finance L2 |
| 3 | 3₹8.1 LRejected-Finance | ₹8.1 L | 3 | Rejected-Finance L3 |
| 4 | 4₹8.1 LRejected-Finance | ₹8.1 L | 4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | A.R.Constructions L2 | M.Sankaranarayanan L1 | MOHANRAJ L4 | G.JAYAGANTHAN L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation in Sand silt or other Loose soil wet sand or silt not under water light black cotton soil sandy loam ordinary soil except hard rock requiring blasting including shering and shuttering and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layer of 15 Cm thick well rammed consolidated and depositing the surp less earth within compound in places shown by the departmental officers with all leads and lifts etc., complete. | 183.04 | m3 | 192 ₹35,143.68 | 80 ₹14,643.20 | 207 ₹37,889.28 | 200 ₹36,608 |
| 2.00 | Plain cement concrete of mix 1 : 4 : 8 ( one cement , Four sand and Eight aggregates ) using 40 mm ISS HBG metal for foundation and flooring, including , dewatering, if found necessary, and laid in layers of not more than 15 cm thick, well rammed and consolidated, including cost and conveyance of all materials and labour charges for mixing, laying, compacting and curing etc. completed as per standard specification and as directed by departmental officials | 22.88 | m3 | 5,400 ₹1.2 L | 4,000 ₹91,520 | 5,150 ₹1.2 L | 5,120 ₹1.2 L |
| 3.00 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment forcentering shall be given after the concrete is laid) drain Sidewall | 499.2 | m2 | 432 ₹2.2 L | 460 ₹2.3 L | 465 ₹2.3 L | 460 ₹2.3 L |
| 4.00 | Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard
specification | 62.4 | m3 | 6,129 ₹3.8 L | 6,521 ₹4.1 L | 6,525 ₹4.1 L | 6,521 ₹4.1 L |
| 5.00 | Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications | 55.35 | m2 | 266 ₹14,723.10 | 284 ₹15,719.40 | 286 ₹15,830.10 | 284 ₹15,719.40 |
Tender Value
₹9.8 L
EMD Value
₹9,760
Closing Date
19 Dec 2024, 3:00 pmClosed
Commissioner Narasingapuram Municipality
Commissioner Narasingapuram Municipality
Providing Storm Water drainage at Ward No -11, JJ nagar 5th cross (048011R166) , JJ nagar 6th cross (048011R167) at Narasingapuram Municipality
2024_MAWS_505540_1
1027/2024/E1
Open Tender
Civil Works
90 days
Narasingapuram
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹9,760
20 May 2026
28 Nov 2024
19 Dec 2024
28 Nov 2024
19 Dec 2024
28 Nov 2024
Amount
Earth work excavation in Sand silt or other Loose soil wet sand or silt not under water light black cotton soil sandy loam ordinary soil except hard rock requiring blasting including shering and shuttering and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layer of 15 Cm thick well rammed consolidated and depositing the surp less earth within compound in places shown by the departmental officers with all leads and lifts etc., complete.
Plain cement concrete of mix 1 : 4 : 8 ( one cement , Four sand and Eight aggregates ) using 40 mm ISS HBG metal for foundation and flooring, including , dewatering, if found necessary, and laid in layers of not more than 15 cm thick, well rammed and consolidated, including cost and conveyance of all materials and labour charges for mixing, laying, compacting and curing etc. completed as per standard specification and as directed by departmental officials
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment forcentering shall be given after the concrete is laid) drain Sidewall
Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications
A.R.Constructions (BID ID -1212402)
G.JAYAGANTHAN (BID ID -1213836)
MOHANRAJ (BID ID -1213839)
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