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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-Finance | ₹1.8 L | L1 | Accepted-Finance lowestbidder |
| 2 | L2₹1.8 L+₹1,735 (0.96%)Accepted-Finance | ₹1.8 L+₹1,735 (0.96%) | L2 | Accepted-Finance secondlowestbidder |
| 3 | L3₹2.0 L+₹14,206 (7.86%)Rejected-Finance 679334 | MALAPPURAM | KERALA | 679334 | ₹2.0 L+₹14,206 (7.86%) | L3 | Rejected-Finance third lowestbidder |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Valid license certificate not uploaded |
| Sl No | Description | Qty | Unit | AKHIL VS L2 | ARUN RAJ L1 | SUNIL KUMAR L3 |
|---|---|---|---|---|---|---|
| 1.00Appendix-1 | ||||||
| 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 | 3.07 | cum | 260 ₹797.16 | 257 ₹787.96 Lowest | 277.73 ₹851.52 |
| 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) | 0.44 | cum | 7,950 ₹3,482.1 | 7,932 ₹3,474.22 Lowest | 8,551.66 ₹3,745.63 |
| 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) | 4.11 | cum | 8,400 ₹34,498.8 | 8,343 ₹34,264.7 Lowest | 8,994.28 ₹36,939.51 |
| 1.00 | 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 | 3.5 | cum | 7,300 ₹25,579.2 | 7,279 ₹25,505.62 Lowest | 7,846.79 ₹27,495.15 |
| 1.00 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.97 | cum | 12,800 ₹12,480 | 12,772 ₹12,452.7 Lowest | 13,768.41 ₹13,424.2 |
| 1.01 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 71.7 | kg | 112 ₹8,030.4 Lowest | 112 ₹8,030.4 Lowest | 121.2 ₹8,690.04 |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 8.1 | metre | 228 ₹1,846.8 Lowest | 228 ₹1,846.8 Lowest | 245.92 ₹1,991.95 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 2.19 | sqm | 765 ₹1,675.35 | 762 ₹1,668.78 Lowest | 822.38 ₹1,801.01 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 4.05 | sqm | 970 ₹3,928.5 | 961 ₹3,892.05 Lowest | 1,036.22 ₹4,196.69 |
Tender Value
₹1.8 L
EMD Value
₹4,522
Closing Date
1 Aug 2026, 3:00 pmClosed
ASSISTANTEXECUTIVEENGINEER
PWD BUILDING SUB DIVISION PATHANAMTHITTA
DEPOSIT Construction of toilet for Govt Childrens Home for Boys Vayalathala General Civil Work
2026_PWD_859052_3
13/AEE/BL/PTA/2026-27
Open Tender
Civil Works - Buildings
Item Rate
90 days
PATHANAMTHITTA
Please refer Tender documents.
11 documents required · 11 mandatory
₹555
Yes
₹4,522
Yes
10 Aug 2026
23 Jul 2026
3 Aug 2026
23 Jul 2026
1 Aug 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix-1 | |||||
| 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 | 1 | 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 | 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 | - | - |
| 1.005 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | - | kg | - | - |
| 1.007 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 1 | metre | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 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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