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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAccepted-AOC | ₹10.8 L | L1 | Accepted-AOC Tender Finalized |
| 2 | L2₹10.8 LRejected-Finance | ₹10.8 L | L2 | Rejected-Finance Highest Amount Quoted |
| Sl No | Description | Qty | Unit | Ponraj L2 | Kather meeran L1 |
|---|---|---|---|---|---|
| 1.00Providing Paver Block | |||||
| 1.01 | Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc.complete complying with standard specification. | 19.8 | Cum | 207 ₹4,098.60 | 197.5 ₹3,910.50 |
| 1.02 | Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and Eight 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 for 10 cum. | 91.08 | Cum | 5,307 ₹4.8 L | 5,297 ₹4.8 L |
| 1.03 | Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. | 165 | Sqm | 375 ₹61,875 | 365 ₹60,225 |
| 1.04 | Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six hard broken stone jelly) using 20 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 for 10 cum. | 15.18 | Cum | 6,058 ₹91,960.44 | 6,048 ₹91,808.64 |
| 1.05 | Cement Concrete 1:2:4 (One Cement, Two crushed stone sand and Four hard broken stone jelly) using 20 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 for 10 cum. | 66 | Cum | 6,598 ₹4.4 L | 6,588 ₹4.3 L |
| 1.06 | Supply and fixing of bitumen tarpad | 9.9 | Sqm | 243 ₹2,405.70 | 234 ₹2,316.60 |
Tender Value
₹12.8 L
Closing Date
11 Mar 2026, 5:00 pmClosed
Panchayat Office, Kasthurirengapuram
Panchayat Office, Kasthurirengapuram
Providing cement concrete pavement from Perunkannankulam Anaikarai Mainroad to Perunkannankulam North Street in Kasthurirengpauram Panchayat
2026_RDTN_671884_2
Kasthurirengapuram Mines-7
Open Tender
Civil Works
Panchayat Office, Kasthurirengapuram
Please refer Tender documents.
1 document required · 1 mandatory
₹0
Exempted
14 Mar 2026
10 Mar 2026
11 Mar 2026
10 Mar 2026
11 Mar 2026
10 Mar 2026
Providing Paver Block
Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc.complete complying with standard specification.
Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and Eight 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 for 10 cum.
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.
Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six hard broken stone jelly) using 20 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 for 10 cum.
Cement Concrete 1:2:4 (One Cement, Two crushed stone sand and Four hard broken stone jelly) using 20 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 for 10 cum.
Supply and fixing of bitumen tarpad
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