Loading
Loading…
Loading…
| Sl No | Description | Qty | Unit | R DHARMAN H1 | S DURAI H2 |
|---|---|---|---|---|---|
| 1.01 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of 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 at the site, etc., complete complying with standard specification and as directed by the departmental officers. | 34 | M3 | 261.74 ₹8,899.16 | 257.87 ₹8,767.58 Lowest |
| 1.02 | 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 | 24 | M3 | 5,521.88 ₹1,32,525.12 | 5,440.28 ₹1,30,566.72 Lowest |
| 1.03 | Providing centering,shuttering with necessary struting arrangements up to 3.29m height with use all cross bracings using mild steel sheet 90x60 cm and supports at an 0.75m intervals and removing the same after specified period etc, complete as per the standard specifications.
a) For footing and plinth beam | 131 | M2 | 665.51 ₹87,181.81 | 655.67 ₹85,892.77 Lowest |
| 1.04 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means | 73 | M3 | 6,843.77 ₹4,99,595.21 | 6,742.63 ₹4,92,211.99 Lowest |
| 1.05 | 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. | 140 | M3 | 159.27 ₹22,297.8 | 156.92 ₹21,968.8 Lowest |
| 1.06 | GST 18% | 1 | Nos | 1,35,089.8 ₹1,35,089.8 | 1,33,093.4 ₹1,33,093.4 Lowest |
Tender Value
₹9 L
EMD Value
₹9,000
Closing Date
30 Jun 2026, 3:00 pmClosed
COMMISSIONER
PERNAMBUT MUNICIPALITY
CONSTRUCTION OF RETAINING WALL WITH RAMP ARRANGEMENTS IN TEMPRORARY BRIDGE AT AYAKKARA STREET BURIAL GROUND IN WARD 19
2026_MAWS_682756_1
1591/2025/E1
Open Tender
Civil Works
Works
30 days
PERNAMBUT
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
₹9,000
Yes
13 Oct 2026
25 Jun 2026
30 Jun 2026
25 Jun 2026
30 Jun 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of 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 at the site, etc., complete complying with standard specification and as directed by the departmental officers. | - | M3 | - | - |
| 1.02 | 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 | - | M3 | - | - |
| 1.03 | Providing centering,shuttering with necessary struting arrangements up to 3.29m height with use all cross bracings using mild steel sheet 90x60 cm and supports at an 0.75m intervals and removing the same after specified period etc, complete as per the standard specifications.
a) For footing and plinth beam | - | M2 | - | - |
| 1.04 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.-Mixing by mechanical means | - | M3 | - | - |
| 1.05 | 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. | - | M3 | - | - |
| 1.06 | GST 18% | - | Nos | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_820768.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.37 MB
BOQ_820768.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .