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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.2 LAccepted-Finance | ₹74.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹74.4 L+₹25,373.34 (0.34%)Accepted-Finance | ₹74.4 L+₹25,373.34 (0.34%) | L2 | Accepted-Finance L2 |
| 3 | L3₹78.9 L+₹4.7 L (6.37%)Accepted-Finance | ₹78.9 L+₹4.7 L (6.37%) | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | K G VASUDEVAN NAIR L1 | P C FRANCIS L2 | THOMAS K JOSEPH L3 |
|---|---|---|---|---|---|---|
| 1.00BUILDING | ||||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 999.84 | cum | 231.04 ₹2,31,005.85 | 232 ₹2,31,963.11 | 203 ₹2,02,967.72 Lowest |
| 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 | 5.57 | cum | 322.6 ₹1,796.22 | 323.93 ₹1,803.64 | 309 ₹1,720.51 Lowest |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 210.58 | cum | 117.5 ₹24,743 Lowest | 117.98 ₹24,844.35 | 121 ₹25,480.3 |
| 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) | 40.82 | cum | 7,114.22 ₹2,90,388.06 | 7,143.57 ₹2,91,586.24 | 6,950 ₹2,83,685.1 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 87.71 | sqm | 346.31 ₹30,374.7 Lowest | 347.74 ₹30,500.28 | 450 ₹39,469.5 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 249.35 | sqm | 684.15 ₹1,70,594.37 Lowest | 686.97 ₹1,71,297.34 | 690 ₹1,72,052.88 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 220.32 | sqm | 904.47 ₹1,99,272.31 | 908.2 ₹2,00,094.62 | 840 ₹1,85,068.8 Lowest |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 40.8 | sqm | 916.48 ₹37,392.21 | 920.26 ₹37,546.61 | 870 ₹35,496 Lowest |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 231.22 | sqm | 862.04 ₹1,99,320.9 | 865.6 ₹2,00,144.03 | 850 ₹1,96,537 Lowest |
Tender Value
₹82.6 L
EMD Value
₹50,000
Closing Date
15 Jun 2026, 11:00 amClosed
Executive Engineer
Executive Engineer PWD Building Division
GENERAL-Budget 2025-26 Construction of New building at Govt Tribal L P School Puliyanmala- General Civil Work
2026_PWD_854586_1
01/EE/BL/IDK/2026-27
Open Tender
Civil Works - Buildings
Item Rate
365 days
Puliyanmala
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹50,000
Yes
17 Jun 2026
6 Jun 2026
17 Jun 2026
6 Jun 2026
15 Jun 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING | |||||
| 1.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 0.4 | cum | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 0.4 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.8 | sqm | - | - |
| 1.007 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 1.008 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 1 | sqm | - | - |
| 1.009 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | - | - |
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