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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹9.3 L+₹15,240.57 (1.66%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹9.4 L+₹22,351.77 (2.44%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹9.6 L+₹39,856.17 (4.35%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹9.6 L+₹43,711.57 (4.77%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M KARIKALAN L11 | RAMU BHOOMI L4 | C. KANDASAMY L6 | bhanwarsingh L1 | T UMA SANKER L2 | MECHTEQ ENTERPRISES L3 | M SARAVANAN L5 | UTTAM KUMAR DAS L7 | SELVAM RAJESH L9 | Parimal Mondal L8 | RAJESH MUKHERJEE L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 70 | Sqm | 5 ₹350 Lowest | 20 ₹1,400 | 5 ₹350 Lowest | 20 ₹1,400 | 20 ₹1,400 | 5 ₹350 Lowest | 50 ₹3,500 | 18 ₹1,260 | 15 ₹1,050 | 50 ₹3,500 | 24 ₹1,680 |
| 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 up to 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. | 44.87 | Cum | 290 ₹13,012.3 | 300 ₹13,461 | 150 ₹6,730.5 Lowest | 300 ₹13,461 | 400 ₹17,948 | 300 ₹13,461 | 250 ₹11,217.5 | 360 ₹16,153.2 | 400 ₹17,948 | 500 ₹22,435 | 390 ₹17,499.3 |
| 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). | 8.34 | Cum | 8,600 ₹71,724 | 8,000 ₹66,720 | 8,000 ₹66,720 | 8,050 ₹67,137 | 7,700 ₹64,218 | 8,000 ₹66,720 | 6,500 ₹54,210 Lowest | 8,500 ₹70,890 | 8,000 ₹66,720 | 9,000 ₹75,060 | 7,800 ₹65,052 |
| 3.02 | 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources). | 4.88 | Cum | 8,900 ₹43,432 | 9,500 ₹46,360 | 8,500 ₹41,480 | 8,750 ₹42,700 | 7,700 ₹37,576 Lowest | 9,000 ₹43,920 | 8,000 ₹39,040 | 9,400 ₹45,872 | 9,200 ₹44,896 | 10,000 ₹48,800 | 8,400 ₹40,992 |
| 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. | 1,125.73 | Kg | 147 ₹1,65,482.31 | 100 ₹1,12,573 | 100 ₹1,12,573 | 103 ₹1,15,950.19 | 90 ₹1,01,315.7 Lowest | 100 ₹1,12,573 | 110 ₹1,23,830.3 | 112 ₹1,26,081.76 | 120 ₹1,35,087.6 | 98 ₹1,10,321.54 | 130 ₹1,46,344.9 |
| 5.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | ||||||||||||||
| 5.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 759.08 | Kg | 150 ₹1,13,862 | 100 ₹75,908 | 100 ₹75,908 | 103 ₹78,185.24 | 90 ₹68,317.2 Lowest | 100 ₹75,908 | 110 ₹83,498.8 | 112 ₹85,016.96 | 128 ₹97,162.24 | 100 ₹75,908 | 130 ₹98,680.4 |
Tender Value
₹13.2 L
EMD Value
₹26,370
Closing Date
21 Aug 2025, 3:00 pmClosed
Executive Engineer PRI, NMA, Mayabunder
Office of Executive Engineer PRI, NMA, Mayabunder
Beautification and construction of Segregation Shed at Rangat under Gram Panchayat, Rangat.
2025_RDPRI_19595_1
34/EE/PRI/NMA/MB/25-2026
Open Tender
Civil Works - Buildings
Works
240 days
Rangat
Refer Tender Document
5 documents required · 5 mandatory
₹500
The Executive Engineer PRI, NMA, Mayabunder
₹26,370
26 Aug 2025
14 Aug 2025
21 Aug 2025
14 Aug 2025
21 Aug 2025
14 Aug 2025
Amount
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 up to 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 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural 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.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above 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 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced 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 :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources).
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete
Columns, Pillars, Piers, Abutments, Posts and Struts
Lintels, beams, plinth beams, girders, bressumers and cantilevers
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 precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) 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.
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade:
Two or more coats on new work.
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)
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 up to 1.5 m.
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Providing and laying Hollow Cement concrete hollow walling 200mm thick consisting of hollow block of size 400x200x200mm of mix 1:3:6 (1 cement,3 Pulverized sand, 6 grade stone aggregate 10mm nominal & sown size laid in cement mortar 1:6 (1 cement: 6 Pulverized sand) upto floor-V level.
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 providing and fixing wind ties of 40x 6 mm flat iron section.
Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) 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 using self drilling/ self tapping screws complete:
Ridges plain (500 - 600mm)
Gutter (600 - mm over all girth)
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 manufactured sand derived from Recycled concrete aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled concrete aggregate (RCA)) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling and dressing and finishing the top smooth.
T UMA SANKER (BID ID -57690)
MECHTEQ ENTERPRISES (BID ID -57556)
RAMU BHOOMI (BID ID -57669)
M SARAVANAN (BID ID -57624)
C. KANDASAMY (BID ID -57630)
UTTAM KUMAR DAS (BID ID -57561)
Parimal Mondal (BID ID -57500)
SELVAM RAJESH (BID ID -57647)
RAJESH MUKHERJEE (BID ID -57591)
M KARIKALAN (BID ID -57541)
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