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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-Finance | ₹7.5 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹7.8 LAccepted-Finance | ₹7.8 L | L2 | Accepted-Finance Second lowest |
| 3 | L3₹7.8 LAccepted-Finance | ₹7.8 L | L3 | Accepted-Finance Third lowest |
| Sl No | Description | Qty | Unit | H ANZAR L2 | MANU. R L1 | JOHN JACOB L3 |
|---|---|---|---|---|---|---|
| 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 | 6.29 | cum | 357.24 ₹2,246.33 | 345.37 ₹2,171.69 | 359.72 ₹2,261.92 |
| 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) | 1.65 | cum | 7,878.15 ₹13,006.83 | 7,616.37 ₹12,574.63 | 7,932.89 ₹13,097.20 |
| 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) | 5.72 | cum | 8,285.92 ₹47,378.89 | 8,010.58 ₹45,804.50 | 8,343.49 ₹47,708.08 |
| 1.00 | 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. | 2.43 | cum | 316.27 ₹768.54 | 305.76 ₹743 | 318.47 ₹773.88 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 5.99 | sqm | 757.62 ₹4,536.63 | 732.44 ₹4,385.85 | 762.88 ₹4,568.13 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 2.62 | sqm | 383.5 ₹1,004.77 | 370.75 ₹971.37 | 386.16 ₹1,011.74 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.83 | cum | 9,895.18 ₹8,252.58 | 9,566.37 ₹7,978.35 | 9,963.93 ₹8,309.92 |
| 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 | 50.04 | kilogram | 111.65 ₹5,586.97 | 107.94 ₹5,401.32 | 112.43 ₹5,626 |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 6.48 | sqm | 1,014.89 ₹6,576.49 | 981.16 ₹6,357.92 | 1,021.94 ₹6,622.17 |
Tender Value
₹7.8 L
EMD Value
₹19,614
Closing Date
20 May 2026, 5:00 pmClosed
Assistant Executive Engineer
PWD Buildings Sub Division Kollam
LAC-ADS-MLA- ADS Construction of Toilet block for the St. John s HS Eravipuram in Kollam Corporation-General Civil Work
2026_PWD_850771_1
ET-01/AEE/KLM/2026-2027
Open Tender
Civil Works - Buildings
180 days
Kollam
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,730
Yes
₹19,614
Yes
12 Jun 2026
14 May 2026
23 May 2026
14 May 2026
20 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 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) | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 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 | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 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 | 1 | kilogram | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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