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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.6 CrAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹26.9 Cr+₹69.1 L (2.64%)Rejected-AOC | L2 | Rejected-AOC Other than lowest bidder | |
| 3 | L3₹27.8 Cr+₹1.6 Cr (6.14%)Rejected-AOC NO 93 KADAL THOTTAM VADAPAIANI KUMARAPALAYAM POST NATHAKADAIYUR VIA ERODE638108 | ERODE | ERODE | TAMIL NADU | 638108 | L3 | Rejected-AOC Highest bidder |
| Sl No | Description | Qty | Unit | kadal constructions L3 | P P INFRA THENI L2 | KARTHIKEYAN ELECTRICALS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. | 2,895 | Cum | 285 ₹9,73,588.5 | 275 ₹9,39,427.5 | 270 ₹9,22,347 Lowest |
| 2.00 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification | 965 | Cum | 182 ₹2,07,243.4 | 176 ₹2,00,411.2 | 170 ₹1,93,579 Lowest |
| 3.00 | Supplying and filling in foundation & basement with Stone Dust in layers of not more than 15cm.thick well rammed watered and consolidated complete complying with standard specification. | 464 | Cum | 707 ₹3,87,096.64 | 681 ₹3,72,861.12 | 660 ₹3,61,363.2 Lowest |
| 4.00 | Supplying and filling in foundation & basement with M-sand in layers of not more than 15cm.thick well rammed watered and consolidated complete complying with standard specification. | 420 | Cum | 2,036 ₹10,09,041.6 | 1,962 ₹9,72,367.2 | 1,920 ₹9,51,552 Lowest |
| 5.00 | Supplying and filling in foundation & basement with Gravel in layers of not more than 15cm.thick well rammed watered and consolidated complete complying with standard specification. | 720 | Cum | 780 ₹6,62,688 | 751 ₹6,38,049.6 | 735 ₹6,24,456 Lowest |
| 6.00 | Cement concrete 1:5:10 (One Cement, five sand and Ten hard broken stone jelly) using 40mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not mote than 15cm thick, well rammed, consolidated and curing etc. complete complying with standard specification. | 260 | Cum | 6,204 ₹19,03,387.2 | 5,977 ₹18,33,743.6 Lowest | 6,050 ₹18,56,140 |
| 7.00 | Damp proof course with Cement Mortar 1:4 (One Cement and Four sand) 12mm thick mixed with best approved quality water proofing compound conforming to Indian Standard specification as specified by the departmental officers at 2% by weight of cement used and finishing, curing etc. complete complying with standard specification. | 60 | Sqm | 351 ₹24,850.8 | 338 ₹23,930.4 | 330 ₹23,364 Lowest |
| 8.00 | Supplying and erecting steel centering including necessary supports for plane surfaces in foundation and basement for reinforced cement concrete works such as column footing, plinth beam, grade beam, stair case step, bed block etc. which require only normal strutting using M.S. sheets of size 90cmx60cm BG 10 gauge of stiffened and welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak joists of size 10cm x6.50cm spaced at about 90cm centre to centre and supported by the casurina props of 10cm to 13cm dia spaced at 75cm centre to centre at suitable intervals etc. complying with standard specification. (The payment for centering shall be made only after the concrete is laid). | 3,250 | Sqm | 825 ₹31,63,875 | 795 ₹30,48,825 | 775 ₹29,72,125 Lowest |
| 9.00 | Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 4.90m to 5.50m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). | 1,395 | Sqm | 1,286 ₹21,16,884.6 | 1,238 ₹20,37,871.8 | 1,213 ₹19,96,719.3 Lowest |
| 9.01 | Supplying and erecting Centering for curved RCC Beam surfaces above 3.60m to up to 4.90m height etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). | 1,150 | Sqm | 1,928 ₹26,16,296 | 1,858 ₹25,21,306 | 1,800 ₹24,42,600 Lowest |
Tender Value
₹25.6 Cr
EMD Value
₹25.6 L
Closing Date
21 Feb 2026, 3:00 pmClosed
Superintending Engineer
Superintending Engineer, PWD, Heritage Buildings Circle, Chennai - 5.
CONSTRUCTION OF INDUS GALLERY WITH TRADITIONAL ARCHITECTURAL DESIGN WITHIN THE EGMORE MUSEUM CAMPUS
2026_PWD_660266_1
97/HBC/2025-26
Open Tender
Civil Works - Buildings
Lump-sum
455 days
Egmore
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹25.6 L
13 Mar 2026
19 Feb 2026
21 Feb 2026
19 Feb 2026
21 Feb 2026
19 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. | 2,895 | Cum | - | - |
| 2 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification | 965 | Cum | - | - |
| 3 | Supplying and filling in foundation & basement with Stone Dust in layers of not more than 15cm.thick well rammed watered and consolidated complete complying with standard specification. | 464 | Cum | - | - |
| 4 | Supplying and filling in foundation & basement with M-sand in layers of not more than 15cm.thick well rammed watered and consolidated complete complying with standard specification. | 420 | Cum | - | - |
| 5 | Supplying and filling in foundation & basement with Gravel in layers of not more than 15cm.thick well rammed watered and consolidated complete complying with standard specification. | 720 | Cum | - | - |
| 6 | Cement concrete 1:5:10 (One Cement, five sand and Ten hard broken stone jelly) using 40mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not mote than 15cm thick, well rammed, consolidated and curing etc. complete complying with standard specification. | 260 | Cum | - | - |
| 7 | Damp proof course with Cement Mortar 1:4 (One Cement and Four sand) 12mm thick mixed with best approved quality water proofing compound conforming to Indian Standard specification as specified by the departmental officers at 2% by weight of cement used and finishing, curing etc. complete complying with standard specification. | 60 | Sqm | - | - |
| 8 | Supplying and erecting steel centering including necessary supports for plane surfaces in foundation and basement for reinforced cement concrete works such as column footing, plinth beam, grade beam, stair case step, bed block etc. which require only normal strutting using M.S. sheets of size 90cmx60cm BG 10 gauge of stiffened and welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak joists of size 10cm x6.50cm spaced at about 90cm centre to centre and supported by the casurina props of 10cm to 13cm dia spaced at 75cm centre to centre at suitable intervals etc. complying with standard specification. (The payment for centering shall be made only after the concrete is laid). | 3,250 | Sqm | - | - |
| 9 | Supplying and erecting centering for plane surfaces such as RCC Floor/Roof Beam, Lintels, Cantilever Beams, Bed Blocks etc.. with necessary supports and strutting upto 4.90m to 5.50m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over Steel adjustable Span of Size 2m x 2m(expandable upto 3.60m) and Silver Oak Joists of Size 10 x 5 cm spaced at 50cm to 60cm c/c and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) Spaced at not more than 50 to 60cm c/c , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). | 1,395 | Sqm | - | - |
| 9.01 | Supplying and erecting Centering for curved RCC Beam surfaces above 3.60m to up to 4.90m height etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). | 1,150 | Sqm | - | - |
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