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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAdmitted-Finance | ₹12.0 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | BHAGWAN SINGH L1 |
|---|---|---|---|---|
| 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. | 83.48 | cum | 400 ₹33,392 Lowest |
| 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) | 83.1 | cum | 9,000 ₹7,47,900 Lowest |
| 3.00Centering and shuttering including strutting, propping etc. and removal of form for: | ||||
| 3.01 | Foundations, footings, bases of columns, etc. for mass concrete | 120 | Sqm | 100 ₹12,000 Lowest |
| 4.0012 mm Cement Plaster of mix: | ||||
| 4.01 | 1:4 (1 Cement :4 River Sand) | 480 | Sqm | 550 ₹2,64,000 Lowest |
| 5.00Carriage of Materials by manual labour including loading, unloading & stacking at site for an average lead of 355.00mtrs. (Actual Carriage 355-50=305, 305/2=152.50 meters) | ||||
| 5.01 | Cement | 20.91 | MT | 950 ₹19,864.5 Lowest |
Tender Value
₹13.3 L
EMD Value
₹26,585
Closing Date
13 Jul 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Construction of CC Footpath from weather house to Luka house near Dongighat at Lucknow-II under Gram Panchayat, Rampur.
2026_RDPRI_23647_1
102/EE/PRI/NMA/MB/25-2026
Open Tender
Civil Works - Others
Works
150 days
Rampur
Refer tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹26,585
14 Jul 2026
7 Jul 2026
13 Jul 2026
7 Jul 2026
13 Jul 2026
7 Jul 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. | - | 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) | 1 | cum | - | - |
| 3Centering and shuttering including strutting, propping etc. and removal of form for: | |||||
| 3.01 | Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - |
| 412 mm Cement Plaster of mix: | |||||
| 4.01 | 1:4 (1 Cement :4 River Sand) | - | Sqm | - | - |
| 5Carriage of Materials by manual labour including loading, unloading & stacking at site for an average lead of 355.00mtrs. (Actual Carriage 355-50=305, 305/2=152.50 meters) | |||||
| 5.01 | Cement | - | MT | - | - |
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