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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAdmitted-Finance | ₹4.0 L | L1 | Admitted-Finance |
| 2 | L2₹4.9 L+₹93,682.98 (23.4%)Admitted-Finance | ₹4.9 L+₹93,682.98 (23.4%) | L2 | Admitted-Finance |
| 3 | L3₹6.2 L+₹2.2 L (55.1%)Admitted-Finance SUBASHGRAM DIGLIPUR | ₹6.2 L+₹2.2 L (55.1%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | P R SINGARAM AND SONS L1 | INDRAJIT BARMAN L2 | P L PALANIVELU L3 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 100 | sqm | 100 ₹10,000 | 20 ₹2,000 Lowest | 80 ₹8,000 |
| 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. | 36.8 | cum | 300 ₹11,040 | 700 ₹25,760 | 250 ₹9,200 Lowest |
| 3.00Extra rates for quantities of works, executed: | ||||||
| 3.01 | In or under water and/or liquid mud, including pumping out water as required | 4.5 | metre depth | 100 ₹450 Lowest | 5,000 ₹22,500 | 800 ₹3,600 |
| 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. | 386.57 | kg | 100 ₹38,656.8 Lowest | 110 ₹42,522.48 | 120 ₹46,388.16 |
| 5.00 | 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. | 8.83 | cum | 300 ₹2,649 | 250 ₹2,207.5 Lowest | 400 ₹3,532 |
| 6.00Centering and shuttering including strutting, propping etc. and removal of form for | ||||||
| 6.01 | Foundations, footings, bases of columns, etc. for mass concrete | 9 | sqm | 300 ₹2,700 Lowest | 300 ₹2,700 Lowest | 300 ₹2,700 Lowest |
Tender Value
₹5.6 L
EMD Value
₹11,126
Closing Date
24 Jun 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Construction of 01 No.Ring well at Khudirampur ward No. 04 under Gram Panchayat, Diglipur.
2026_RDPRI_23395_1
43/EE/PRI/NMA/MB/26-2027
Open Tender
Civil Works - Others
Works
90 days
Diglipur
Refer Tender Notice
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹11,126
25 Jun 2026
18 Jun 2026
24 Jun 2026
18 Jun 2026
24 Jun 2026
18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | |||||
| 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 | - | - |
| 3Extra rates for quantities of works, executed: | |||||
| 3.01 | In or under water and/or liquid mud, including pumping out water as required | - | metre depth | - | - |
| 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. | 0.2 | kg | - | - |
| 5Filling 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. | |||||
| 6Centering and shuttering including strutting, propping etc. and removal of form for | |||||
| 6.01 | Foundations, footings, bases of columns, etc. for mass concrete | - | sqm | - | - |
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