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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.3 LAccepted-AOC | ₹12.3 L | 1 | Accepted-AOC L1 |
| 2 | 2₹12.5 LRejected-Finance | ₹12.5 L | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | RENNY MON L2 | Sinoj M George L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION BASIC FACILITIES OF ORGANIC MANURE PRODUCTION UNIT AT BLOCK LEVEL AT KALLAR,KODOMBELUR,PANATHADY,EAST ELERI,WEST ELERI,KINANOOR KARINTHALAM AND BALAL DAIRY CO OPERATIVE SOCIETIES | |||||
| 1.00 | 2.6.1: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 | 20 | cum | 242.6 ₹4,852 | 238.72 ₹4,774.40 |
| 1.00 | 2.8.1: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 | 26.74 | cum | 338.41 ₹9,049.08 | 333.06 ₹8,906.02 |
| 1.00 | OD385625/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest
size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
(Modified 50.6.7.1) | 53.92 | cum | 5,756.65 ₹3.1 L | 5,670.3 ₹3.1 L |
| 1.00 | OD387906/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 5.88 | cum | 6,586.77 ₹38,730.21 | 6,487.96 ₹38,149.20 |
| 1.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 97.5 | cum | 686.16 ₹66,900.60 | 675.86 ₹65,896.35 |
| 1.01 | 4.1.8: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) | 6 | cum | 7,462.79 ₹44,776.74 | 7,350.84 ₹44,105.04 |
| 1.01 | 13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) | 79.98 | sqm | 426.21 ₹34,088.28 | 419.81 ₹33,576.40 |
| 1.01 | 10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | 663.68 | kg | 182.76 ₹1.2 L | 180.01 ₹1.2 L |
| 1.01 | OD386367/2025-2026:Steel work for purlin/single section with MS pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 289.98 | kg | 175.96 ₹51,024.88 | 173.32 ₹50,259.33 |
Tender Value
₹12.5 L
EMD Value
₹31,299
Closing Date
5 Feb 2026, 6:00 pmClosed
BDO Parappa
Parappa 671533
Aspirational Block Programme
2026_CRD_830386_1
PBP003/2025-26
Open Tender
Civil Works - Others
360 days
Parappa Block
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹31,299
12 Mar 2026
28 Jan 2026
9 Feb 2026
28 Jan 2026
5 Feb 2026
28 Jan 2026
CONSTRUCTION BASIC FACILITIES OF ORGANIC MANURE PRODUCTION UNIT AT BLOCK LEVEL AT KALLAR,KODOMBELUR,PANATHADY,EAST ELERI,WEST ELERI,KINANOOR KARINTHALAM AND BALAL DAIRY CO OPERATIVE SOCIETIES
2.6.1: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
2.8.1: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
OD385625/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1)
OD387906/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
4.1.8: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)
13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
OD386367/2025-2026:Steel work for purlin/single section with MS pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
12.50: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 (5.5x55mm) 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.
12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 screwscomplete :Ridges plain (500-600 mm)
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
30.2.58:Providing and fixing of Tuflex Garden fencing Hexagonal net/or equivalent of green colour having contents Weight grams/sqm. 510 (+/- 8%) in width of 60 cm. with bamboo of 90 cm. length and 18-20 girth. The bamboo should be painted with green colour paint of approved brand and manufacture two or more coats and fixed 30 cm. below ground level and 60 cm. above ground level at a distance of 1.50 mtrs. The net and bamboo should be binded with 2 mm. G.I. Wire at equal distance of three places in each bamboo complete and as per direction of Engineer-in-charge.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.46.1: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)
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
16.87.1:Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm.
16.21:Engraving letters in hard stone
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