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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.3 LAdmitted-Finance | ₹39.3 L | L1 | Admitted-Finance |
| 2 | L2₹42.2 L+₹2.9 L (7.34%)Admitted-Finance | ₹42.2 L+₹2.9 L (7.34%) | L2 | Admitted-Finance |
| 3 | L3₹43.5 L+₹4.2 L (10.6%)Admitted-Finance | ₹43.5 L+₹4.2 L (10.6%) | L3 | Admitted-Finance |
| 4 | L4₹47.4 L+₹8.1 L (20.6%)Admitted-Finance | ₹47.4 L+₹8.1 L (20.6%) | L4 | Admitted-Finance |
| 5 | L5₹47.5 L+₹8.1 L (20.7%)Admitted-Finance RANGAT | ₹47.5 L+₹8.1 L (20.7%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M KARIKALAN L5 | M/s V M K CONSTRUCTION L3 | C. KANDASAMY L4 | AJAY KUMAR SHUKLA L1 | SELVAM RAJESH L2 |
|---|---|---|---|---|---|---|---|---|
| 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 | 16.8 | cum | 400 ₹6,720 | 250 ₹4,200 Lowest | 250 ₹4,200 Lowest | 500 ₹8,400 | 500 ₹8,400 |
| 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 | a) 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | 0.96 | cum | 11,000 ₹10,560 | 10,500 ₹10,080 | 10,000 ₹9,600 | 9,000 ₹8,640 Lowest | 9,000 ₹8,640 Lowest |
| 2.02 | b) 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 6.24 | cum | 11,500 ₹71,760 | 11,500 ₹71,760 | 11,000 ₹68,640 | 9,500 ₹59,280 Lowest | 10,500 ₹65,520 |
| 3.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | ||||||||
| 3.01 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | 1.62 | cum | 15,000 ₹24,300 | 14,000 ₹22,680 | 13,000 ₹21,060 Lowest | 14,850 ₹24,057 | 14,000 ₹22,680 |
| 4.00Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | ||||||||
| 4.01 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources | 11.34 | cum | 13,000 ₹1,47,420 Lowest | 15,000 ₹1,70,100 | 14,000 ₹1,58,760 | 14,950 ₹1,69,533 | 15,000 ₹1,70,100 |
| 5.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 15.98 | cum | 16,000 ₹2,55,680 | 15,500 ₹2,47,690 | 13,000 ₹2,07,740 Lowest | 14,950 ₹2,38,901 | 15,500 ₹2,47,690 |
Tender Value
₹47.6 L
EMD Value
₹95,151
Closing Date
21 Apr 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Construction of 02nd Floor Panchayat Shops over the existing Panchayat Shops at Atal Bihari Vajpayee Complex Rangat ward No. 12 under Gram Panchayat, Rangat.
2026_RDPRI_22709_1
243/EE/PRI/NMA/MB/25-2026
Open Tender
Civil Works - Buildings
Works
360 days
Rangat
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹95,151
24 Apr 2026
15 Apr 2026
21 Apr 2026
15 Apr 2026
21 Apr 2026
15 Apr 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 | a) 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | - | cum | - | - |
| 2.02 | b) 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 3Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | |||||
| 3.01 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | - | cum | - | - |
| 4Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | |||||
| 4.01 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources | 1 | cum | - | - |
| 5Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | |||||
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