Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAdmitted-Finance | ₹2.9 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SSR ENGINEERS L1 |
|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | ||||
| 1.01 | All kinds of soil. | 5.68 | cum | 700 ₹3,976 Lowest |
| 2.00Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : | ||||
| 2.01 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.36 | cum | 19,000 ₹25,840 Lowest |
| 3.00Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : | ||||
| 3.01 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.78 | cum | 20,500 ₹1,18,490 Lowest |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form for | ||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | 60.07 | sqm | 600 ₹36,042 Lowest |
| 5.00Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. | ||||
| 5.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 527.42 | kg | 190 ₹1,00,209.8 Lowest |
Tender Value
₹3.0 L
EMD Value
₹6,019
Closing Date
24 Aug 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Sri Vijaya Puram, South Andaman
1. Widening of CC Drain near Permanent Shelter of Ganesh Aher at Laxmi Nagar under GP Laxmi Nagar. 2. Providing Slab and Construction of CC Drain in main road near Pyari Ekka house and Santosh Jathar Permanent Shelter at Laxmi Nagar under GP.
2026_RDPRI_24094_1
EE/PRI/SAD-I/GEN/26-27/78
Open Tender
Civil Works - Others
Works
60 days
Laxmi Nagar, Campbell Bay
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹6,019
28 Aug 2026
5 Aug 2026
24 Aug 2026
6 Aug 2026
24 Aug 2026
6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 1.01 | All kinds of soil. | 1 | cum | - | - |
| 2Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : | |||||
| 2.01 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 3Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : | |||||
| 3.01 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 4Centering and shuttering including strutting, propping etc. and removal of form for | |||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | - | sqm | - | - |
| 5Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. | |||||
| 5.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1 | kg | - | - |
stage.html
html • 0.02 MB
tech_eval.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 • 0.40 MB
Document.pdf
Tender Documents • 1.92 MB
BOQ_25526.xls
BOQ • 0.34 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 .