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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAdmitted-Finance | ₹9.2 L | L1 | Admitted-Finance |
| 2 | L2₹9.5 L+₹31,587.42 (3.43%)Admitted-Finance | ₹9.5 L+₹31,587.42 (3.43%) | L2 | Admitted-Finance |
| 3 | L3₹9.7 L+₹49,962.19 (5.43%)Admitted-Finance | ₹9.7 L+₹49,962.19 (5.43%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SUMANTRA HAZRA L1 | MANOJ PAUL L2 | NAVEEN KUMAR KASHYAP L3 |
|---|---|---|---|---|---|---|
| 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. | 22.72 | cum | 280 ₹6,361.6 Lowest | 335 ₹7,611.2 | 380 ₹8,633.6 |
| 2.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||
| 2.01 | 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) | 67.5 | cum | 10,100 ₹6,81,750 | 9,450 ₹6,37,875 Lowest | 10,500 ₹7,08,750 |
| 3.00Centering and shuttering including strutting, propping etc. and removal of form for: | ||||||
| 3.01 | Foundations, footings, bases of columns, etc. for mass concrete | 314.53 | Sqm | 200 ₹62,906 Lowest | 279 ₹87,753.87 | 200 ₹62,906 Lowest |
| 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. | 47.31 | Kg | 109 ₹5,156.79 Lowest | 114 ₹5,393.34 | 118 ₹5,582.58 |
| 5.0012 mm Cement Plaster of mix: | ||||||
| 5.01 | 1:4 (1 Cement :4 Fine Sand) | 360.4 | Sqm | 419 ₹1,51,007.6 Lowest | 540 ₹1,94,616 | 460 ₹1,65,784 |
Tender Value
₹12.9 L
EMD Value
₹25,743
Closing Date
21 May 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Construction of footpath from village road to Tapan Mistry via Bishnu Das house at ward no.08 under Gram Panchayat, Ramakrishnagram.
2026_RDPRI_23044_1
263/EE/PRI/NMA/MB/25-2026
Open Tender
Civil Works - Others
Works
120 days
Ramakrishnagram.
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹25,743
23 May 2026
14 May 2026
21 May 2026
14 May 2026
21 May 2026
14 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 | - | - |
| 2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 2.01 | 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 | - | - |
| 3Centering and shuttering including strutting, propping etc. and removal of form for: | |||||
| 3.01 | Foundations, footings, bases of columns, etc. for mass concrete | 1 | Sqm | - | - |
| 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 | - | - |
| 512 mm Cement Plaster of mix: | |||||
| 5.01 | 1:4 (1 Cement :4 Fine Sand) | 1 | Sqm | - | - |
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