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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.5 LAccepted-AOC | ₹18.5 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹18.6 L+₹9,254.65 (0.50%)Rejected-Finance | ₹18.6 L+₹9,254.65 (0.50%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | RAAI INFRATECH PRIVATE LIMITED L2 | Riyas A Salam L1 |
|---|---|---|---|---|---|
| 1.00Appendix: A - Building proper | |||||
| 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 | 22.76 | cum | 360 ₹8,192.16 | 357.92 ₹8,144.83 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) | 6.66 | cum | 7,933 ₹52,841.71 | 7,893.23 ₹52,576.81 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) | 20.18 | cum | 8,344 ₹1,68,365.23 | 8,301.77 ₹1,67,513.12 Lowest |
| 1.00 | OD181366/2025-2026:Providing and laying in position batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work,using cement content as per approved design
mix,including pumping of concrete in to site of laying but excluding the cost of centering,shuttering,finishing and reinforcement including admixtures in recommended proportions as per IS:9103 to accelerate,retard setting of concrete,improve workability without imparing stregnth and durability as per direction of Engineer-in-charge.Note: Cement content considered in this items is @330kg/cum.Excess cement content as per mix design is not Payable& less usage of cement is recoverable. All work up to Plinth level | 2.9 | cum | 10,895 ₹31,628.19 | 10,837.55 ₹31,461.41 Lowest |
| 1.00 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 12.9 | sqm | 839 ₹10,823.1 | 835.4 ₹10,776.66 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 | 290.3 | kilogram | 113 ₹32,803.9 | 111.87 ₹32,475.86 Lowest |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 18.22 | cum | 318 ₹5,792.69 | 316.88 ₹5,772.29 Lowest |
| 1.01 | 50.6.1.5: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 super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 16.16 | cum | 7,714 ₹1,24,642.81 | 7,242.64 ₹1,17,026.58 Lowest |
| 1.01 | OD181367/2025-2026:Providing and laying in p[osition machine batched machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work,using cement content as per approved
design mix,including pumping of concrete in to site of laying but excluding the cost of centering,shuttering,finishing and reinforcement,including admixures in recommented proportions as per IS:9103 to acceleretr,retard setting of concrete,improve workability without imparing strength and durability as per direction of Engineer in-charge.Note: cement content considrerd in this item is @ 330kg/cum.Excess content as permix design is not payable& less uasage of content is recoverable,all work above plinth level. | 9.71 | cum | 12,930 ₹1,25,589.09 | 12,861.85 ₹1,24,927.15 Lowest |
Tender Value
₹18.6 L
EMD Value
₹46,603
Closing Date
18 Jul 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer PWD Buildings Division Kollam
LAC ADS MLA ADS 2024 25 Construction of new building for Plamoodu Anganwadi No 141 in Vilakkudy Panchayat of Pathanapuram LAC General Civil Work
2025_PWD_808461_7
PWD/BLDG/TR/14569/2025_5
Open Tender
Civil Works - Buildings
Item Rate
270 days
plamood
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹46,603
Yes
18 Sept 2026
10 Jul 2026
20 Jul 2026
10 Jul 2026
18 Jul 2026
10 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix: A - Building proper | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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) | 1 | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | OD181366/2025-2026:Providing and laying in position batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work,using cement content as per approved design
mix,including pumping of concrete in to site of laying but excluding the cost of centering,shuttering,finishing and reinforcement including admixtures in recommended proportions as per IS:9103 to accelerate,retard setting of concrete,improve workability without imparing stregnth and durability as per direction of Engineer-in-charge.Note: Cement content considered in this items is @330kg/cum.Excess cement content as per mix design is not Payable& less usage of cement is recoverable. All work up to Plinth level | - | cum | - | - |
| 1.005 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
| 1.006 | 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 | - | kilogram | - | - |
| 1.007 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | - | cum | - | - |
| 1.008 | 50.6.1.5: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 super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | cum | - | - |
| 1.009 | OD181367/2025-2026:Providing and laying in p[osition machine batched machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work,using cement content as per approved
design mix,including pumping of concrete in to site of laying but excluding the cost of centering,shuttering,finishing and reinforcement,including admixures in recommented proportions as per IS:9103 to acceleretr,retard setting of concrete,improve workability without imparing strength and durability as per direction of Engineer in-charge.Note: cement content considrerd in this item is @ 330kg/cum.Excess content as permix design is not payable& less uasage of content is recoverable,all work above plinth level. | 1 | cum | - | - |
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