Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAdmitted-Finance | ₹12.4 L | L1 | Admitted-Finance |
| 2 | L2₹12.5 L+₹10,933.44 (0.88%)Admitted-Finance | ₹12.5 L+₹10,933.44 (0.88%) | L2 | Admitted-Finance |
| 3 | L3₹12.8 L+₹37,476.60 (3.03%)Admitted-Finance | ₹12.8 L+₹37,476.60 (3.03%) | L3 | Admitted-Finance |
| 4 | L4₹13.9 L+₹1.5 L (12.0%)Admitted-Finance | ₹13.9 L+₹1.5 L (12.0%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PTR MATHI VANAM L1 | INDRAJIT BARMAN L2 | SHRI. NISHITH KUMAR MISTRY L4 | NAVEEN KUMAR KASHYAP L3 |
|---|---|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | |||||||
| 1.01 | All kinds of soil. | 53.04 | cum | 300 ₹15,912 Lowest | 350 ₹18,564 | 410 ₹21,746.4 | 380 ₹20,155.2 |
| 2.00Earth 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. | |||||||
| 2.01 | All kinds of soil. | 10.01 | cum | 300 ₹3,003 Lowest | 480 ₹4,804.8 | 350 ₹3,503.5 | 400 ₹4,004 |
| 3.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 71.4 | cum | 250 ₹17,850 Lowest | 290 ₹20,706 | 380 ₹27,132 | 380 ₹27,132 |
| 4.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||||
| 4.01 | 1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources) | 3.06 | cum | 9,500 ₹29,070 | 8,999 ₹27,536.94 | 9,500 ₹29,070 | 5,200 ₹15,912 Lowest |
| 4.02 | 1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 40 mm nominal size derived from natura sources) | 9.64 | cum | 10,000 ₹96,400 | 10,450 ₹1,00,738 | 9,800 ₹94,472 Lowest | 10,600 ₹1,02,184 |
| 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. | 3,770 | Kg | 110 ₹4,14,700 Lowest | 112 ₹4,22,240 | 126 ₹4,75,020 | 120 ₹4,52,400 |
Tender Value
₹18.3 L
EMD Value
₹36,614
Closing Date
21 May 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Construction 01 No. RCC Culvert at Dwanish Kanti at Kishorinagar ward No. 01 under Gram Panchayat, Kishorinagar.
2026_RDPRI_23069_1
19/EE/PRI/NMA/MB/26-2027
Open Tender
Civil Works - Others
Works
180 days
Kishorinagar
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹36,614
23 May 2026
15 May 2026
21 May 2026
15 May 2026
21 May 2026
15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | |||||
| 1.01 | All kinds of soil. | 1 | cum | - | - |
| 2Earth 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. | |||||
| 2.01 | All kinds of soil. | 1 | cum | - | - |
| 3Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | |||||
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 4.01 | 1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources) | - | cum | - | - |
| 4.02 | 1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 40 mm nominal size derived from natura sources) | - | cum | - | - |
| 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. | - | Kg | - | - |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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 • 0.64 MB
Tenderdocument19.pdf
Tender Documents • 2.12 MB
BOQ_24456.xls
BOQ • 0.29 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 .