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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.3 LAdmitted-Finance | ₹26.3 L | L1 | Admitted-Finance |
| 2 | L2₹28.2 L+₹1.9 L (7.13%)Admitted-Finance | ₹28.2 L+₹1.9 L (7.13%) | L2 | Admitted-Finance |
| 3 | L3₹28.2 L+₹2.0 L (7.42%)Admitted-Finance | ₹28.2 L+₹2.0 L (7.42%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KARTICK BAROI L3 | PTR MATHI VANAM L1 | SHRI. NISHITH KUMAR MISTRY 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, for all lift, 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. | 38.02 | cum | 400 ₹15,208 | 300 ₹11,406 | 250 ₹9,505 Lowest |
| 2.00 | 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 and for all lift. | 100.28 | cum | 350 ₹35,098 | 300 ₹30,084 Lowest | 310 ₹31,086.8 |
| 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 coarse sand (zone-III) derived from natural sources : 6 graded stoneaggregate 40 mm nominal size derived from natural sources) | 16.77 | cum | 14,000 ₹2,34,780 | 10,700 ₹1,79,439 | 10,200 ₹1,71,054 Lowest |
| 3.02 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 9.95 | cum | 13,800 ₹1,37,310 | 9,700 ₹96,515 Lowest | 9,800 ₹97,510 |
| 4.00Providing 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 : | ||||||
| 4.01 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 10.28 | cum | 16,500 ₹1,69,620 | 13,500 ₹1,38,780 Lowest | 14,200 ₹1,45,976 |
| 5.00Reinforced 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 : | ||||||
| 5.01 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.96 | cum | 16,700 ₹49,432 | 13,500 ₹39,960 Lowest | 14,800 ₹43,808 |
Tender Value
₹35.2 L
EMD Value
₹70,309
Closing Date
13 Jul 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Construction of 02 Nos. RCC Building for Panchayat Market at Kishorinagar ward No. 02 under Gram Panchayat, Kishorinagar.
2026_RDPRI_23649_1
47/EE/PRI/NMA/MB/26-2027
Open Tender
Civil Works - Buildings
Works
240 days
Kishorinagar
Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹70,309
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, for all lift, 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. | 38.02 | cum | - | - |
| 2 | 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 and for all lift. | 100.28 | 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 coarse sand (zone-III) derived from natural sources : 6 graded stoneaggregate 40 mm nominal size derived from natural sources) | 16.77 | cum | - | - |
| 3.02 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 9.95 | cum | - | - |
| 4Providing 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 : | |||||
| 4.01 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 10.28 | cum | - | - |
| 5Reinforced 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 : | |||||
| 5.01 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.96 | cum | - | - |
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