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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Finance | ₹3.0 L | L1 | Admitted-Finance |
| 2 | L2₹3.0 L+₹1,552.91 (0.52%)Admitted-Finance | ₹3.0 L+₹1,552.91 (0.52%) | L2 | Admitted-Finance |
| 3 | L3₹3.1 L+₹13,545.03 (4.57%)Admitted-Finance SUBASHGRAM DIGLIPUR | ₹3.1 L+₹13,545.03 (4.57%) | L3 | Admitted-Finance |
| 4 | L4₹3.3 L+₹33,177.70 (11.2%)Admitted-Finance | ₹3.3 L+₹33,177.70 (11.2%) | L4 | Admitted-Finance |
| 5 | L5₹3.4 L+₹48,739.70 (16.5%)Admitted-Finance | ₹3.4 L+₹48,739.70 (16.5%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | P R SINGARAM AND SONS L1 | KARTICK BAROI L4 | T KISHOR L6 | P L PALANIVELU L3 | MILAN ROY L2 | RANJIT BAROI L5 | MANIK LAL DAS L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : | ||||||||||
| 1.01 | All kinds of soil. | 104.49 | cum | 250 ₹26,123 | 300 ₹31,347.6 | 500 ₹52,246 | 600 ₹62,695.2 | 130 ₹13,583.96 Lowest | 500 ₹52,246 | 800 ₹83,593.6 |
| 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. | 2.86 | cum | 200 ₹572 | 300 ₹858 | 500 ₹1,430 | 600 ₹1,716 | 110 ₹314.6 Lowest | 300 ₹858 | 400 ₹1,144 |
| 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 | 1:1.5:3 (1 cement : 1.5 Pulverised sand (zone-III) derived from natura sources: 3 graded stone aggregate 20 mm nominal size derived from natura sources). | 0.18 | cum | 12,000 ₹2,160 | 15,500 ₹2,790 | 13,000 ₹2,340 | 15,300 ₹2,754 | 11,800 ₹2,124 Lowest | 13,000 ₹2,340 | 15,100 ₹2,718 |
| 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) | 17.15 | cum | 10,500 ₹1,80,075 | 12,000 ₹2,05,800 | 12,700 ₹2,17,805 | 9,800 ₹1,68,070 Lowest | 11,000 ₹1,88,650 | 11,500 ₹1,97,225 | 10,950 ₹1,87,792.5 |
| 3.03 | 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) | 0.3 | cum | 9,000 ₹2,700 Lowest | 12,000 ₹3,600 | 11,500 ₹3,450 | 9,000 ₹2,700 Lowest | 9,000 ₹2,700 Lowest | 9,000 ₹2,700 Lowest | 10,000 ₹3,000 |
| 4.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | ||||||||||
| 4.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 27.07 | Kg | 100 ₹2,707 Lowest | 130 ₹3,519.1 | 130 ₹3,519.1 | 119 ₹3,221.33 | 130 ₹3,519.1 | 110 ₹2,977.7 | 145 ₹3,925.15 |
Tender Value
₹5.0 L
EMD Value
₹9,971
Closing Date
24 Jun 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Construction of CC footpath from NH-4 to Radha Rani Das house at ward no. 07 under Gram Panchayat, Sitanagar.
2026_RDPRI_23388_1
39/EE/PRI/NMA/MB/26-2027
Open Tender
Civil Works - Others
Works
90 days
Sitanagar
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹9,971
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 |
|---|---|---|---|---|---|
| 1Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : | |||||
| 1.01 | All kinds of soil. | 0.8 | 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 | 1:1.5:3 (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 | - | - |
| 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) | 1 | cum | - | - |
| 3.03 | 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 | - | - |
| 4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||
| 4.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | Kg | - | - |
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