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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAdmitted-Finance | ₹6.3 L | L1 | Admitted-Finance |
| 2 | L2₹6.6 L+₹30,286.71 (4.80%)Admitted-Finance RANGAT MIDDLE ANDAMAN | ₹6.6 L+₹30,286.71 (4.80%) | L2 | Admitted-Finance |
| 3 | L3₹6.9 L+₹56,001.05 (8.88%)Admitted-Finance | ₹6.9 L+₹56,001.05 (8.88%) | L3 | Admitted-Finance |
| 4 | L4₹7.2 L+₹87,896.81 (13.9%)Admitted-Finance | ₹7.2 L+₹87,896.81 (13.9%) | L4 | Admitted-Finance |
| 5 | L5₹7.6 L+₹1.3 L (19.9%)Admitted-Finance | ₹7.6 L+₹1.3 L (19.9%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAMU BHOOMI L3 | S THIYAGARAJAN L1 | RAM CHANDRA MONDAL L2 | SELVAM RAJESH L5 | M/s AYUSH CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|---|
| 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. | 29.04 | cum | 280 ₹8,131.2 | 201 ₹5,837.04 Lowest | 250 ₹7,260 | 400 ₹11,616 | 500 ₹14,520 |
| 2.00 | 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. | 4.85 | cum | 300 ₹1,455 | 101 ₹489.85 Lowest | 500 ₹2,425 | 300 ₹1,455 | 600 ₹2,910 |
| 3.00 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. | 5 | Nos. | 5,000 ₹25,000 | 501 ₹2,505 Lowest | 2,500 ₹12,500 | 2,000 ₹10,000 | 5,000 ₹25,000 |
| 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 | 1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources) | 23.33 | cum | 9,900 ₹2,30,967 | 9,500 ₹2,21,635 | 9,200 ₹2,14,636 Lowest | 11,500 ₹2,68,295 | 11,000 ₹2,56,630 |
| 4.02 | 1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 20 mm nominal size derived from natura sources) | 7.97 | cum | 9,400 ₹74,918 | 8,500 ₹67,745 | 8,300 ₹66,151 Lowest | 10,500 ₹83,685 | 9,500 ₹75,715 |
| 4.03 | 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) | 21.87 | cum | 8,400 ₹1,83,708 | 8,000 ₹1,74,960 | 7,500 ₹1,64,025 Lowest | 9,500 ₹2,07,765 | 8,500 ₹1,85,895 |
| 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. | 133.66 | Kg | 99 ₹13,232.34 Lowest | 110 ₹14,702.6 | 120 ₹16,039.2 | 130 ₹17,375.8 | 130 ₹17,375.8 |
Tender Value
₹8.8 L
EMD Value
₹17,608
Closing Date
19 May 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Construction of CC Road from NH-4 to Dinobandhu Biswas house at ward No.02 Kaushalyanagar i/c Culvert under Panchayat Samiti, Rangat.
2026_RDPRI_22997_1
15/EE/PRI/NMA/MB/26-2027
Open Tender
Civil Works - Others
Works
180 days
Kausalyanagar
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹17,608
20 May 2026
12 May 2026
19 May 2026
12 May 2026
19 May 2026
12 May 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 | - | - |
| 2 | 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. | 1 | cum | - | - |
| 3Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. | |||||
| 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 | 1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources) | 1 | cum | - | - |
| 4.02 | 1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 20 mm nominal size derived from natura sources) | 1 | cum | - | - |
| 4.03 | 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 | - | - |
| 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 | - | - |
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