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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 LAdmitted-Finance | ₹14.1 L | L1 | Admitted-Finance |
| 2 | L1₹14.1 LAdmitted-Finance | ₹14.1 L | L1 | Admitted-Finance |
| 3 | L2₹14.5 L+₹43,364.82 (3.08%)Admitted-Finance | ₹14.5 L+₹43,364.82 (3.08%) | L2 | Admitted-Finance |
| 4 | L3₹14.6 L+₹47,868.28 (3.40%)Admitted-Finance | ₹14.6 L+₹47,868.28 (3.40%) | L3 | Admitted-Finance |
| 5 | L4₹15.3 L+₹1.2 L (8.54%)Admitted-Finance BETAPUR | ₹15.3 L+₹1.2 L (8.54%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | K THANKACHAN AND SONS L4 | C. KANDASAMY L3 | NEHA BUILDERS AND ROADWAYS L2 | SELVAM RAJESH L5 | M/s AYUSH CONSTRUCTION L1 | MONORANJAN MONDAL L1 |
|---|---|---|---|---|---|---|---|---|---|
| 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. | 52.44 | cum | 300 ₹15,732 | 200 ₹10,488 Lowest | 250 ₹13,110 | 400 ₹20,976 | 220 ₹11,536.8 | 220 ₹11,536.8 |
| 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. | 52.44 | cum | 280 ₹14,683.2 | 100 ₹5,244 Lowest | 200 ₹10,488 | 250 ₹13,110 | 170 ₹8,914.8 | 170 ₹8,914.8 |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||||||
| 3.01 | 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) | 12.3 | cum | 9,700 ₹1,19,348.8 | 9,000 ₹1,10,736 | 8,000 ₹98,432 Lowest | 9,000 ₹1,10,736 | 8,500 ₹1,04,584 | 8,500 ₹1,04,584 |
| 3.02 | 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) | 14.12 | cum | 10,500 ₹1,48,302 | 10,000 ₹1,41,240 | 9,000 ₹1,27,116 Lowest | 11,000 ₹1,55,364 | 9,200 ₹1,29,940.8 | 9,200 ₹1,29,940.8 |
| 4.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | |||||||||
| 4.01 | 1:1.5:3 (1 cement : 1.5 Pulverised sand (zone-III) derived from natura sources: 3 graded stone aggregate 20 mm nominal size derived from natura sources). | 26.45 | cum | 14,000 ₹3,70,230 | 12,000 ₹3,17,340 | 11,000 ₹2,90,895 Lowest | 12,800 ₹3,38,496 | 13,500 ₹3,57,007.5 | 13,500 ₹3,57,007.5 |
| 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. | 2,089.37 | Kg | 118 ₹2,46,545.66 | 130 ₹2,71,618.1 | 122 ₹2,54,903.14 | 135 ₹2,82,064.95 | 116 ₹2,42,366.92 Lowest | 116 ₹2,42,366.92 Lowest |
Tender Value
₹17.9 L
EMD Value
₹35,861
Closing Date
19 May 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Repair and Maintenance of CC Footpath Staircase including Hand Railing from Entrance Gate to Ram Temple Betapur at Shivapuram-III under Gram Panchayat, Shivapuram.
2026_RDPRI_23008_1
11/EE/PRI/NMA/MB/26-2027
Open Tender
Civil Works - Others
Works
90 days
Shivapuram
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹35,861
21 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 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 | - | - |
| 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 | - | - |
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 3.01 | 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 | - | - |
| 3.02 | 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 | - | - |
| 4Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | |||||
| 4.01 | 1:1.5:3 (1 cement : 1.5 Pulverised sand (zone-III) derived from natura sources: 3 graded stone aggregate 20 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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