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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹5.3 L+₹4,889.40 (0.94%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹5.5 L+₹28,506.20 (5.46%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹5.6 L+₹36,993.80 (7.09%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹5.9 L+₹72,393.80 (13.9%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | C. KANDASAMY L2 | M SARAVANAN L3 | SELVAM RAJESH L1 | Parimal Mondal L5 | JYOTHI UNEMPLOYED CONSTRUCTION COOPERATIVE SOCIETY LIMITED L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 36 | Sqm | 20 ₹720 | 50 ₹1,800 | 15 ₹540 Lowest | 15 ₹540 Lowest | 20 ₹720 |
| 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. | 6.51 | cum | 200 ₹1,302 Lowest | 350 ₹2,278.5 | 400 ₹2,604 | 500 ₹3,255 | 500 ₹3,255 |
| 3.00 | 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 m and lift upto 1.5 m. | 6.51 | cum | 100 ₹651 Lowest | 450 ₹2,929.5 | 300 ₹1,953 | 100 ₹651 Lowest | 500 ₹3,255 |
| 4.00Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | ||||||||
| 4.01 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 0.03 | cum | 1,500 ₹45 | 800 ₹24 Lowest | 3,000 ₹90 | 2,000 ₹60 | 1,500 ₹45 |
| 5.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||||
| 5.01 | 1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources) | 0.22 | cum | 10,000 ₹2,160 Lowest | 12,000 ₹2,592 | 10,500 ₹2,268 | 11,000 ₹2,376 | 10,500 ₹2,268 |
| 5.02 | 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) | 1.02 | cum | 9,000 ₹9,207 | 9,000 ₹9,207 | 8,000 ₹8,184 | 10,000 ₹10,230 | 7,500 ₹7,672.5 Lowest |
| 6.00Providing 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 : | ||||||||
Tender Value
₹7.1 L
EMD Value
₹14,203
Closing Date
13 Feb 2026, 3:00 pmClosed
Executive Engineer PRI NMA Mayabunder
Office of Executive Engineer PRI NMA Mayabunder
Making of Pipe Structure for storing Panchayat Pipes under Gram Panchayat, Dasarathpur.
2026_RDPRI_21819_1
184/EE/PRI/NMA/MB/25-2026
Open Tender
Civil Works - Others
Works
120 days
Dasarathpur
Refer tender Document
5 documents required · 5 mandatory
₹500
Executive Engineer PRI NMA Mayabunder
₹14,203
17 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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.
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.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources)
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)
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
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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 fixing mild steel round holding down bolts with nuts and washer plates complete.
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
G.I. pipes
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing bolts including nuts and washers complete.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
12 mm Cement Plaster of mix:
1:4 (1 Cement :4 Fine Sand)
Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
6 mm Cement Plaster of mix:
1:3 (1 Cement :3 Fine Sand)
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