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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC | L1 | Accepted-AOC AGG EXECUTED | |
| 2 | L2₹1.9 L+₹1,074.99 (0.57%)Rejected-AOC | L2 | Rejected-AOC AGG EXECUTED BY L1 |
| Sl No | Description | Qty | Unit | JOSEPH M J L2 | Parvathiconstructions L1 |
|---|---|---|---|---|---|
| 1.00Rain water tank | |||||
| 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 | 2.94 | cum | 360 ₹1,059.84 | 359.72 ₹1,059.02 Lowest |
| 1.00 | OD244587/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 2.94 | cum | 3,994 ₹11,758.34 | 3,993.46 ₹11,756.75 Lowest |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 2.83 | cum | 8,344 ₹23,588.49 | 8,343 ₹23,585.66 Lowest |
| 1.00 | 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) | 0.47 | cum | 7,933 ₹3,736.44 | 7,932 ₹3,735.97 Lowest |
| 1.00 | 5.1.2: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 :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.41 | cum | 10,488 ₹14,830.03 Lowest | 10,488 ₹14,830.03 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 200 | kilogram | 115 ₹23,000 | 112 ₹22,400 Lowest |
| 1.01 | OD244586/2025-2026:Providing and fixing 10 gauge welded mesh (50*50) | 17.33 | sqm | 464 ₹8,042.51 Lowest | 464 ₹8,042.51 Lowest |
| 1.01 | OD244585/2025-2026:Providing and fixing chicken wire mesh for rain water harvesting tanks | 106.26 | sqm | 107 ₹11,369.5 | 105 ₹11,156.99 Lowest |
| 1.01 | OD244588/2025-2026:12 mm cement plaster of mix:
1:3 ( 1 cement : 3 fine sand) | 113.53 | sqm | 388 ₹44,048.09 | 385.93 ₹43,813.09 Lowest |
Tender Value
₹1.9 L
EMD Value
₹4,688
Closing Date
28 Oct 2025, 4:00 pmClosed
PARVATHY R
OFFICE OF THE AE, LIDEW SECTION, KOTTANGAL GP
Annual Plan Construction of Rainwater harvesting Structure for Anganwadies PROJECT NO 68/25-26
2025_LSGD_811867_1
06/2025/AE/LIDEW/KTGLGP/ PHASE6
Open Tender
Civil Works - Others
Item Rate
180 days
Kottangal
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,688
Yes
18 Apr 2026
20 Oct 2025
29 Oct 2025
20 Oct 2025
28 Oct 2025
20 Oct 2025
Amount
Rain water tank
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
OD244587/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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)
5.1.2: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 :3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
OD244586/2025-2026:Providing and fixing 10 gauge welded mesh (50*50)
OD244585/2025-2026:Providing and fixing chicken wire mesh for rain water harvesting tanks
OD244588/2025-2026:12 mm cement plaster of mix: 1:3 ( 1 cement : 3 fine sand)
13.18:Neat cement punning
50.18.9.2.2:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 20 mm dia 10 Kgf/cm2
18.15.2:Providing and fixing brass bib cock of approved quality :20 mm nominal bore
50.18.9.16.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10Kgf/cm2 - External work - Exposed on wall
50.18.9.19.2:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 m dia 4 Kgf/cm2 - External work - Exposed on wall
OD263497/2025-2026:Supplying and fixing 150mm dia PVC half cut section with brackets at the end of sheet or tiled roof for rain water collection including all cost and materials, conveyance, labour charges etc. complete.
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
50.18.9.13.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10 Kgf/cm2- External work - Exposed on wall
50.18.9.14.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10 Kgf/cm2 - External work- Exposed on wall
50.18.9.17.2:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 63 mm dia 4 Kgf/cm2- External work - exposed on wall
50.18.9.20.1:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Elbow
13.71:Lettering with black Japan pint of approved brand and manufacture
JOSEPH M J (BID ID -2416228)
Bidder Name
Parvathiconstructions
JOSEPH M J
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