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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAdmitted-Finance | ₹12.7 L | L1 | Admitted-Finance |
| 2 | L2₹13.8 L+₹1.1 L (8.78%)Admitted-Finance | ₹13.8 L+₹1.1 L (8.78%) | L2 | Admitted-Finance |
| 3 | L3₹14.8 L+₹2.1 L (16.4%)Admitted-Finance | ₹14.8 L+₹2.1 L (16.4%) | L3 | Admitted-Finance |
| 4 | L4₹14.9 L+₹2.2 L (17.6%)Admitted-Finance SUBASHGRAM DIGLIPUR | ₹14.9 L+₹2.2 L (17.6%) | L4 | Admitted-Finance |
| 5 | L5₹15.0 L+₹2.3 L (17.7%)Admitted-Finance | ₹15.0 L+₹2.3 L (17.7%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | P R SINGARAM AND SONS L2 | KARTICK BAROI L3 | T KISHOR L5 | P L PALANIVELU L4 | MILAN ROY L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | ||||||||
| 1.01 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 20.52 | cum | 1,000 ₹20,520 | 500 ₹10,260 | 600 ₹12,312 | 700 ₹14,364 | 300 ₹6,156 Lowest |
| 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. | 54.68 | cum | 200 ₹10,936 | 250 ₹13,670 | 400 ₹21,872 | 500 ₹27,340 | 130 ₹7,108.4 Lowest |
| 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 | 1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 40 mm nominal size derived from natura sources) | 31.73 | cum | 9,500 ₹3,01,435 | 11,300 ₹3,58,549 | 11,000 ₹3,49,030 | 10,300 ₹3,26,819 | 8,600 ₹2,72,878 Lowest |
| 3.02 | 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) | 12.37 | cum | 9,000 ₹1,11,330 | 9,500 ₹1,17,515 | 10,500 ₹1,29,885 | 8,400 ₹1,03,908 | 7,600 ₹94,012 Lowest |
| 3.03 | 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) | 49.25 | cum | 10,000 ₹4,92,500 | 12,000 ₹5,91,000 | 12,000 ₹5,91,000 | 12,100 ₹5,95,925 | 9,300 ₹4,58,025 Lowest |
| 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). | 0.42 | cum | 12,000 ₹5,016 | 15,500 ₹6,479 | 12,500 ₹5,225 | 15,000 ₹6,270 | 11,000 ₹4,598 Lowest |
Tender Value
₹17.2 L
EMD Value
₹34,403
Closing Date
24 Jun 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Repairing of CC Road and construction of side drain from APWD main road to Chittaranjan Roy house at Madhupur ward No.01 under Gram Panchayat, Madhupur.
2026_RDPRI_23384_1
06/EE/PRI/NMA/MB/2026-27
Open Tender
Civil Works - Others
Works
180 days
Madhupur
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹34,403
25 Jun 2026
17 Jun 2026
24 Jun 2026
17 Jun 2026
24 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | |||||
| 1.01 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 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 | - | - |
| 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 | 1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 40 mm nominal size derived from natura sources) | - | cum | - | - |
| 3.02 | 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 | - | - |
| 3.03 | 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) | - | 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). | 1 | cum | - | - |
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