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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.7 LAdmitted-Finance | ₹19.7 L | L1 | Admitted-Finance |
| 2 | L2₹19.9 L+₹23,468.63 (1.19%)Admitted-Finance | ₹19.9 L+₹23,468.63 (1.19%) | L2 | Admitted-Finance |
| 3 | L3₹25.0 L+₹5.4 L (27.4%)Admitted-Finance | ₹25.0 L+₹5.4 L (27.4%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Brijesh Tiwari L2 | INDRAJIT BARMAN L1 | U K Saha Infratech L3 |
|---|---|---|---|---|---|---|
| 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. | 403 | cum | 750 ₹3,02,250 | 300 ₹1,20,900 Lowest | 800 ₹3,22,400 |
| 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. | 13.64 | cum | 300 ₹4,092 Lowest | 440 ₹6,001.6 | 450 ₹6,138 |
| 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) | 115.92 | cum | 11,500 ₹13,33,080 Lowest | 11,990 ₹13,89,880.8 | 14,500 ₹16,80,840 |
| 4.0012 mm Cement Plaster of mix: | ||||||
| 4.01 | 1:4 (1 Cement :4 Fine Sand) | 681.9 | Sqm | 450 ₹3,06,855 Lowest | 580 ₹3,95,502 | 600 ₹4,09,140 |
| 5.00 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | 681.9 | Sqm | 20 ₹13,638 | 14 ₹9,546.6 Lowest | 40 ₹27,276 |
| 6.00Centering and shuttering including strutting, propping etc. and removal of form for: | ||||||
Tender Value
₹27.0 L
EMD Value
₹53,999
Closing Date
21 May 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Construction of CC Footpath from main road to Chandralal Das Land at Ganeshnagar ward NO.03 under Gram Panchayat, Gandhinagar.
2026_RDPRI_23067_1
04/EE/PRI/NMA/MB/26-2027
Open Tender
Civil Works - Others
Works
180 days
Gandhinagar
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹53,999
23 May 2026
15 May 2026
21 May 2026
15 May 2026
21 May 2026
15 May 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. | - | 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. | - | 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 | - | - |
| 412 mm Cement Plaster of mix: | |||||
| 4.01 | 1:4 (1 Cement :4 Fine Sand) | 1 | Sqm | - | - |
| 5 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | 1 | Sqm | - | - |
| 6Centering and shuttering including strutting, propping etc. and removal of form for: | |||||
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