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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹6.5 L+₹67,559.50 (11.5%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹6.8 L+₹96,279.90 (16.4%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹7.0 L+₹1.1 L (19.0%)Admitted-Finance | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | C. KANDASAMY L1 | NEHA BUILDERS AND ROADWAYS L4 | MONORANJAN MONDAL L3 | JYOTHI UNEMPLOYED CONSTRUCTION COOPERATIVE SOCIETY LIMITED L2 |
|---|---|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | |||||||
| 1.01 | All kinds of soil. | 48.32 | cum | 200 ₹9,664 | 100 ₹4,832 Lowest | 240 ₹11,596.8 | 350 ₹16,912 |
| 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. | 5.08 | cum | 200 ₹1,016 | 100 ₹508 Lowest | 260 ₹1,320.8 | 350 ₹1,778 |
| 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 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources) | 3.32 | cum | 8,000 ₹26,560 | 8,000 ₹26,560 | 8,700 ₹28,884 | 7,000 ₹23,240 Lowest |
| 3.02 | 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) | 19.84 | cum | 9,000 ₹1,78,560 | 9,000 ₹1,78,560 | 9,100 ₹1,80,544 | 8,500 ₹1,68,640 Lowest |
| 3.03 | 1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 20 mm nominal size derived from natura sources) | 5.48 | cum | 9,000 ₹49,320 Lowest | 9,500 ₹52,060 | 9,600 ₹52,608 | 9,000 ₹49,320 Lowest |
| 4.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||||
| 4.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 749.1 | Kg | 90 ₹67,419 Lowest | 150 ₹1,12,365 | 115 ₹86,146.5 | 115 ₹86,146.5 |
Tender Value
₹9.0 L
EMD Value
₹17,948
Closing Date
28 Nov 2025, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Construction of Hume Pipe culvert near Raheal house at Dharmapur ward No. 02 under Gram Panchayat, Shivapuram.
2025_RDPRI_20680_1
123/EE/PRI/NMA/MB/25-2026
Open Tender
Civil Works - Others
Works
90 days
Shivapuram
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹17,948
3 Dec 2025
22 Nov 2025
28 Nov 2025
22 Nov 2025
28 Nov 2025
22 Nov 2025
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
All kinds of soil.
Earth 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.
All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources)
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)
1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 20 mm nominal size derived from natura sources)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing 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 :
1:1.5:3 (1 cement : 1.5 Pulverised sand (zone-III) derived from natura sources: 3 graded stone aggregate 20 mm nominal size derived from natura sources).
Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
6 mm Cement Plaster of mix:
1:3 (1 Cement :3 Fine Sand)
12 mm Cement Plaster of mix:
1:4 (1 Cement :4 Fine Sand)
Providing and fixing PVC Pipe 75mm dia as Weep hole.
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
40 mm thick with 20 mm nominal size stone aggregate
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 m and lift upto 1.5 m.
JYOTHI UNEMPLOYED CONSTRUCTION COOPERATIVE SOCIETY LIMITED (BID ID -61166)
MONORANJAN MONDAL (BID ID -60951)
NEHA BUILDERS AND ROADWAYS (BID ID -60999)
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