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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹10.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹12.2 L+₹1.5 L (14.3%)Admitted-Fee/PreQual/Technical/Finance | ₹12.2 L+₹1.5 L (14.3%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹13.1 L+₹2.4 L (22.7%)Admitted-Fee/PreQual/Technical/Finance | ₹13.1 L+₹2.4 L (22.7%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | LIPIN M V L1 | ROHITH VT L3 | SHIBIN P. L2 |
|---|---|---|---|---|---|---|
| 1.00Detailed estimate | ||||||
| 1.00 | 22.6:Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. laying second layer of fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tilling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured) | 146.04 | sqm | 505 ₹73,750.2 Lowest | 675 ₹98,577 | 571.25 ₹83,425.35 |
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 160.88 | sqm | 6.39 ₹1,028.02 Lowest | 8 ₹1,287.04 | 7.22 ₹1,161.55 |
| 1.00 | 15.2.1: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) | 2.52 | cum | 1,733 ₹4,367.16 Lowest | 2,300 ₹5,796 | 1,958.13 ₹4,934.49 |
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 1.52 | cum | 1,467 ₹2,226.91 Lowest | 1,950 ₹2,960.1 | 1,656.99 ₹2,515.31 |
| 1.00 | 13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | 856.96 | sqm | 14 ₹11,997.44 Lowest | 18 ₹15,425.28 | 15.93 ₹13,651.37 |
| 1.01 | 4.2.3:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.02 | cum | 8,098 ₹24,488.35 Lowest | 10,000 ₹30,240 | 9,146.46 ₹27,658.9 |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 146.04 | sqm | 218 ₹31,836.72 Lowest | 290 ₹42,351.6 | 246.87 ₹36,052.89 |
| 1.01 | 50.10.2:Steel work for purlin/single section with G I 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 | 592.02 | kg | 128 ₹75,778.56 Lowest | 170 ₹1,00,643.4 | 145.52 ₹86,150.75 |
| 1.01 | 10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 12.67 | kg | 96 ₹1,216.51 Lowest | 125 ₹1,584 | 109.23 ₹1,384.16 |
Tender Value
₹14.4 L
EMD Value
₹35,958
Closing Date
11 Sept 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER, PWD BUILDINGS DIVISION, CIVIL STATION, MALAPPURAM, 676505
approval This estimate proposed for water proofing works over RCC roof of the passage portions and porch, Scrapping and painting on walls and ceilings ,synthetic enamel paint over steel items (DIET auditorium), SHEET ROOFING WORKS etc.,
2026_PWD_866797_1
BL/DN/MPM/14/2026-27
Open Tender
Civil Works - Buildings
Item Rate
DIET BP ANGADI
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹35,958
Yes
14 Sept 2026
31 Aug 2026
14 Sept 2026
31 Aug 2026
11 Sept 2026
31 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed estimate | |||||
| 1.001 | 22.6:Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. laying second layer of fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tilling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured) | 1 | sqm | - | - |
| 1.002 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 1 | sqm | - | - |
| 1.003 | 15.2.1: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) | - | cum | - | - |
| 1.004 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | - | cum | - | - |
| 1.005 | 13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | - | sqm | - | - |
| 1.006 | 4.2.3:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.007 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 1 | sqm | - | - |
| 1.008 | 50.10.2:Steel work for purlin/single section with G I 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 | 1 | kg | - | - |
| 1.009 | 10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | - | kg | - | - |
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