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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.4 LAdmitted-Finance | ₹29.4 L | L1 | Admitted-Finance |
| 2 | L2₹30.2 L+₹75,560.19 (2.57%)Admitted-Finance | ₹30.2 L+₹75,560.19 (2.57%) | L2 | Admitted-Finance |
| 3 | L3₹30.2 L+₹82,451.75 (2.80%)Admitted-Finance | ₹30.2 L+₹82,451.75 (2.80%) | L3 | Admitted-Finance |
| 4 | L4₹33.5 L+₹4.1 L (13.8%)Admitted-Finance | ₹33.5 L+₹4.1 L (13.8%) | L4 | Admitted-Finance |
| 5 | L5₹35.2 L+₹5.8 L (19.9%)Admitted-Finance | ₹35.2 L+₹5.8 L (19.9%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PALASH KANTI ROY L1 | P R SINGARAM AND SONS L4 | KARTICK BAROI L5 | SUMANTRA HAZRA L2 | SHRI. NEEL KANTA BAROI L6 | INDRAJIT BARMAN 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. | 250 | sqm | 12 ₹3,000 | 10 ₹2,500 Lowest | 10 ₹2,500 Lowest | 10 ₹2,500 Lowest | 20 ₹5,000 | 10 ₹2,500 Lowest |
| 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. | 49.61 | cum | 250 ₹12,402.5 | 250 ₹12,402.5 | 350 ₹17,363.5 | 200 ₹9,922 Lowest | 350 ₹17,363.5 | 390 ₹19,347.9 |
| 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 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 16.25 | cum | 9,400 ₹1,52,750 | 12,000 ₹1,95,000 | 11,000 ₹1,78,750 | 9,200 ₹1,49,500 | 10,000 ₹1,62,500 | 8,750 ₹1,42,187.5 Lowest |
| 3.02 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 13.87 | cum | 10,200 ₹1,41,474 | 13,000 ₹1,80,310 | 11,500 ₹1,59,505 | 10,300 ₹1,42,861 | 12,000 ₹1,66,440 | 9,940 ₹1,37,867.8 Lowest |
| 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) | 18.45 | cum | 13,200 ₹2,43,540 | 14,000 ₹2,58,300 | 15,500 ₹2,85,975 | 13,000 ₹2,39,850 Lowest | 15,000 ₹2,76,750 | 13,500 ₹2,49,075 |
| 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 natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 6.65 | cum | 13,500 ₹89,775 Lowest | 14,000 ₹93,100 | 16,000 ₹1,06,400 | 13,500 ₹89,775 Lowest | 15,000 ₹99,750 | 13,500 ₹89,775 Lowest |
Tender Value
₹44.0 L
EMD Value
₹88,034
Closing Date
21 May 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Extension and Modification of community Hall at Keralapuram Ward No. 02 under Gram Panchayat, Keralapuram.
2026_RDPRI_23060_1
261/EE/PRI/NMA/MB/25-2026
Open Tender
Civil Works - Others
Works
240 days
Keralapuram.
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹88,034
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 |
|---|---|---|---|---|---|
| 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 | - | - |
| 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 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 3.02 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | 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) | 1 | 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 natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
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