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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-Finance | ₹2.5 Cr | L1 | Accepted-Finance Quoted Lowest Value |
| 2 | L2₹2.6 Cr+₹5.2 L (2.06%)Accepted-Finance | ₹2.6 Cr+₹5.2 L (2.06%) | L2 | Accepted-Finance Rate Quoted Higher than L1 |
| 3 | L3₹2.6 Cr+₹7.3 L (2.87%)Accepted-Finance DOOR NO 90 C1 AYYAMPERUMAL ST VIRUDHUNAGAR TOWN | ₹2.6 Cr+₹7.3 L (2.87%) | L3 | Accepted-Finance Rate Quoted Higher than L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Bidder has given letter to unable to proceed the tender with unforeseen circumstances and unavoidable work commitments |
| 5 | Rejected-Technical | - | - | Rejected-Technical Bidder has given letter to unable to proceed the tender with unforeseen circumstances and unavoidable work commitments |
| Sl No | Description | Qty | Unit | ramar L3 | N MUNIASAMY L4 | M.KARTHIKEYAN L5 | KVR BUILDERS L1 | Shri Aadhira Constructions L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation by Mechanical means for Isolated, Combined and Other type foundations 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 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers.
a)Upto 2.40m footing depth | 638 | m3 | 340 ₹2,16,920 | 350 ₹2,23,300 | 365 ₹2,32,870 | 300 ₹1,91,400 Lowest | 320 ₹2,04,160 |
| 2.00 | Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in clusive 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 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. | 31 | m3 | 180 ₹5,580 | 190 ₹5,890 | 200 ₹6,200 | 165 ₹5,115 Lowest | 340 ₹10,540 |
| 3.00 | 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 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 225 | m3 | 145 ₹32,625 Lowest | 150 ₹33,750 | 160 ₹36,000 | 150 ₹33,750 | 245 ₹55,125 |
| 4.00 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers. | 58 | m3 | 500 ₹29,000 | 530 ₹30,740 | 520 ₹30,160 | 320 ₹18,560 Lowest | 2,155 ₹1,24,990 |
| 5.00 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers | 62 | m3 | 1,750 ₹1,08,500 | 1,775 ₹1,10,050 | 1,800 ₹1,11,600 | 1,600 ₹99,200 Lowest | 2,245 ₹1,39,190 |
| 6.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means | 39 | m3 | 5,465 ₹2,13,135 | 5,510 ₹2,14,890 | 5,525 ₹2,15,475 | 4,110 ₹1,60,290 Lowest | 5,210 ₹2,03,190 |
| 7.00Brick work in Cement Mortar 1:3 using best quality Burnt Clay Brick of size 8 3/4” x 4 1/4” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. | ||||||||
| 7.01 | Foundation and Basement | 11 | m3 | 6,650 ₹73,150 | 6,750 ₹74,250 | 6,800 ₹74,800 | 5,400 ₹59,400 Lowest | 7,780 ₹85,580 |
| 8.00Brick work in Cement Mortar 1:5 using best quality Burnt Clay Brick of size 8 3/4” x 4 1/4” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. | ||||||||
| 8.01 | Foundation and Basement | 90 | m3 | 6,400 ₹5,76,000 | 6,475 ₹5,82,750 | 6,540 ₹5,88,600 | 5,100 ₹4,59,000 Lowest | 7,815 ₹7,03,350 |
Tender Value
₹2.6 Cr
EMD Value
₹1.4 L
Closing Date
31 Jul 2026, 3:00 pmClosed
Superintending Engineer PWD B C M Circle Sivaganga
Superintending Engineer PWD B C M Circle Sivaganga
Second Call for Construction of Theivathirumaganar Muthuramalinga Thevar Kalyana Mandapam at Pasumpon in Ramanathapuram District.
2026_PWD_685904_1
02 SE Buildings C M Circle Sivagangai 2026 2027 dt 14 07 2026
Open Tender
Civil Works - Buildings
Lump-sum
210 days
pasumpon in Ramanathapuram District
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹1.4 L
Yes
1 Sept 2026
17 Jul 2026
31 Jul 2026
17 Jul 2026
31 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation by Mechanical means for Isolated, Combined and Other type foundations 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 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers.
a)Upto 2.40m footing depth | 638 | m3 | - | - |
| 2 | Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in clusive 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 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. | 31 | m3 | - | - |
| 3 | 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 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 225 | m3 | - | - |
| 4 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers. | 58 | m3 | - | - |
| 5 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers | 62 | m3 | - | - |
| 6 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means | 39 | m3 | - | - |
| 7Brick work in Cement Mortar 1:3 using best quality Burnt Clay Brick of size 8 3/4” x 4 1/4” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. | |||||
| 7.01 | Foundation and Basement | 11 | m3 | - | - |
| 8Brick work in Cement Mortar 1:5 using best quality Burnt Clay Brick of size 8 3/4” x 4 1/4” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc.,complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally.other type of bond shall be done as directed by the Executive Engineer in charge. | |||||
| 8.01 | Foundation and Basement | 90 | m3 | - | - |
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