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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹2.7 L+₹16,573.90 (6.60%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹2.9 L+₹39,393.40 (15.7%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹3.1 L+₹53,786.60 (21.4%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹3.1 L+₹58,386.10 (23.2%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAMU BHOOMI L1 | C. KANDASAMY L3 | M SARAVANAN L4 | SELVAM RAJESH L5 | S JAYA KUMAR L6 | JYOTHI UNEMPLOYED CONSTRUCTION COOPERATIVE SOCIETY LIMITED L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | |||||||||
| 1.01 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | 5.4 | cum | 600 ₹3,240 | 2,000 ₹10,800 | 350 ₹1,890 | 1,500 ₹8,100 | 200 ₹1,080 Lowest | 500 ₹2,700 |
| 2.00 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 96 | Sqm | 100 ₹9,600 | 30 ₹2,880 | 250 ₹24,000 | 15 ₹1,440 Lowest | 25 ₹2,400 | 50 ₹4,800 |
| 3.00Earth 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. | |||||||||
| 3.01 | All kinds of soil. | 5.4 | cum | 250 ₹1,350 | 200 ₹1,080 Lowest | 250 ₹1,350 | 350 ₹1,890 | 500 ₹2,700 | 450 ₹2,430 |
| 4.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||||||
| 4.01 | 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) | 1.08 | cum | 7,000 ₹7,560 Lowest | 8,000 ₹8,640 | 9,800 ₹10,584 | 8,000 ₹8,640 | 10,000 ₹10,800 | 7,000 ₹7,560 Lowest |
| 4.02 | 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) | 18.68 | cum | 8,000 ₹1,49,440 Lowest | 9,000 ₹1,68,120 | 9,800 ₹1,83,064 | 10,250 ₹1,91,470 | 11,000 ₹2,05,480 | 8,500 ₹1,58,780 |
| 5.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||||||
| 5.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 85.52 | Kg | 95 ₹8,124.4 | 90 ₹7,696.8 Lowest | 120 ₹10,262.4 | 125 ₹10,690 | 100 ₹8,552 | 115 ₹9,834.8 |
Tender Value
₹3.9 L
EMD Value
₹7,777
Closing Date
28 Nov 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Repair and Maintenance of Footpath at Nimbutala ward No.07 under Gram Panchayat, Nimbutala.
2025_RDPRI_20677_1
119/EE/PRI/NMA/MB/25-2026
Open Tender
Civil Works - Others
Works
90 days
Nimbutala
Refer Tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹7,777
3 Dec 2025
22 Nov 2025
28 Nov 2025
22 Nov 2025
28 Nov 2025
22 Nov 2025
Amount
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
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 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
12 mm Cement Plaster of mix:
1:4 (1 Cement :4 fine Sand)
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
Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.
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 -61164)
C. KANDASAMY (BID ID -61124)
M SARAVANAN (BID ID -61185)
SELVAM RAJESH (BID ID -61158)
S JAYA KUMAR (BID ID -61148)
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