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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73,706.71Admitted-Fee/PreQual/Technical/Finance | ₹73,706.71 | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹77,429.25+₹3,722.54 (5.05%)Admitted-Fee/PreQual/Technical/Finance | ₹77,429.25+₹3,722.54 (5.05%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹78,170.54+₹4,463.83 (6.06%)Admitted-Fee/PreQual/Technical/Finance | ₹78,170.54+₹4,463.83 (6.06%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VYSSAH P VISWANADHAN L1 | ALVIN VALSALAN L3 | BABY JOSEPH L2 |
|---|---|---|---|---|---|---|
| 1.00Maintenance | ||||||
| 1.00 | OD142918/2026-2027:Providing and fixing Aluminium profile sheet 0.46 mm or nearest available thickness .The sheet
shall be fixed using self drilling with EPDM seal complete upto any pitch excluding the cost of
purlins,drafters and including cutting to size wherever required
(kpra) | 31.15 | sqm | 654.37 ₹20,383.63 Lowest | 725 ₹22,583.75 | 750 ₹23,362.5 |
| 1.00 | OD144021/2026-2027:Providing and fixing rain water gutter semi circular section using 150mm dia 6kgf PVC pipe including fitting with 32x5mm flat supporting at 1m intervals complete as per the direction of engineer in charge at site | 8.9 | metre | 378.78 ₹3,371.14 Lowest | 420 ₹3,738 | 450 ₹4,005 |
| 1.00 | 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 | 6 | metre | 248.67 ₹1,492.02 | 225 ₹1,350 | 200 ₹1,200 Lowest |
| 1.00 | 10.1: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. | 249.55 | kilogram | 100.69 ₹25,127.19 | 110 ₹27,450.5 | 100 ₹24,955 Lowest |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: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) | 0.14 | cum | 8,569.14 ₹1,156.83 | 7,800 ₹1,053 Lowest | 8,000 ₹1,080 |
| 1.01 | 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 | 0.8 | cum | 359.72 ₹288.14 | 350 ₹280.35 Lowest | 350 ₹280.35 Lowest |
| 1.01 | 50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 2.08 | cum | 6,057.71 ₹12,606.09 Lowest | 6,200 ₹12,902.2 | 6,400 ₹13,318.4 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 15.38 | sqm | 369.76 ₹5,686.91 | 330 ₹5,075.4 Lowest | 350 ₹5,383 |
| 1.01 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 15.38 | sqm | 80.85 ₹1,243.47 | 78 ₹1,199.64 Lowest | 80 ₹1,230.4 |
Tender Value
₹84,091
EMD Value
₹2,102
Closing Date
18 Sept 2026, 2:00 pmClosed
AE
AE
Proj No. 84/26-27-Ward 11 Parad Anganwadi Maintenance number 83 Keerampara Gp
2026_LSGD_868110_1
ET1-14/AE/LSGD/KEPA/26-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
Keerampara Gp
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹2,102
Yes
22 Sept 2026
7 Sept 2026
19 Sept 2026
7 Sept 2026
18 Sept 2026
7 Sept 2026
7 Sept 2026 - 18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 1.001 | OD142918/2026-2027:Providing and fixing Aluminium profile sheet 0.46 mm or nearest available thickness .The sheet
shall be fixed using self drilling with EPDM seal complete upto any pitch excluding the cost of
purlins,drafters and including cutting to size wherever required
(kpra) | 31.15 | sqm | - | - |
| 1.002 | OD144021/2026-2027:Providing and fixing rain water gutter semi circular section using 150mm dia 6kgf PVC pipe including fitting with 32x5mm flat supporting at 1m intervals complete as per the direction of engineer in charge at site | 8.9 | metre | - | - |
| 1.003 | 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 | 6 | metre | - | - |
| 1.004 | 10.1: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. | 249.55 | kilogram | - | - |
| 1.005 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: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) | 0.14 | cum | - | - |
| 1.006 | 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 | 0.8 | cum | - | - |
| 1.007 | 50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 2.08 | cum | - | - |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 15.38 | sqm | - | - |
| 1.009 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 15.38 | sqm | - | - |
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