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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹17.2 L+₹1.4 L (8.82%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹17.4 L+₹1.6 L (9.95%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-SBD not attached |
| Sl No | Description | Qty | Unit | Prakash S L2 | sasidharan.t L1 | SAJI P L3 |
|---|---|---|---|---|---|---|
| 1.00Sump Tank | ||||||
| 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 | 175.49 | cum | 300 ₹52,647.3 | 216 ₹37,906.06 Lowest | 237.04 ₹41,598.39 |
| 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 | 90.58 | cum | 150 ₹13,586.4 | 110 ₹9,963.36 Lowest | 120.55 ₹10,918.94 |
| 1.00 | 2.20.1:Open timbering in trenches including strutting and shoring complete ( measurements to be taken of the face area timbered ):Depth not exceeding 1.5 m | 48.6 | sqm | 100 ₹4,860 | 72 ₹3,499.2 Lowest | 79.09 ₹3,843.77 |
| 1.00 | 2.20.2:Open timbering in trenches including strutting and shoring complete ( measurements to be taken of the face area timbered ):Depth exceeding 1.5 m but not exceeding 3 m | 48.6 | sqm | 100 ₹4,860 | 80 ₹3,888 Lowest | 88.17 ₹4,285.06 |
| 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) | 5.03 | cum | 7,500 ₹37,717.5 | 6,641 ₹33,397.59 Lowest | 7,299.07 ₹36,707.02 |
| 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 | 3.08 | sqm | 400 ₹1,232 | 323 ₹994.84 Lowest | 355.31 ₹1,094.35 |
| 1.01 | 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. | 219 | sqm | 700 ₹1,53,300 Lowest | 703 ₹1,53,957 | 772.52 ₹1,69,181.88 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 40 | sqm | 850 ₹34,000 | 805 ₹32,200 Lowest | 884.44 ₹35,377.6 |
| 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 | 7,012.5 | kilogram | 100 ₹7,01,250 | 94 ₹6,59,175 Lowest | 103.44 ₹7,25,373 |
Tender Value
₹19.3 L
EMD Value
₹48,244
Closing Date
8 Oct 2026, 5:00 pmClosed
Executive Engineer
PWD Buildings Division Thiruvananthapuram
General-Rest House Thycaud Construction of Womens friendly block construction of sump tank Civil work
2026_PWD_874796_1
TR/7373/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
120 days
Thiruvananthapuram
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹48,244
Yes
15 Oct 2026
30 Sept 2026
13 Oct 2026
30 Sept 2026
8 Oct 2026
30 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Sump Tank | |||||
| 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 | 175.49 | cum | - | - |
| 1.002 | 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 | 90.58 | cum | - | - |
| 1.003 | 2.20.1:Open timbering in trenches including strutting and shoring complete ( measurements to be taken of the face area timbered ):Depth not exceeding 1.5 m | 48.6 | sqm | - | - |
| 1.004 | 2.20.2:Open timbering in trenches including strutting and shoring complete ( measurements to be taken of the face area timbered ):Depth exceeding 1.5 m but not exceeding 3 m | 48.6 | sqm | - | - |
| 1.005 | 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) | 5.03 | cum | - | - |
| 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 | 3.08 | sqm | - | - |
| 1.007 | 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. | 219 | sqm | - | - |
| 1.008 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 40 | sqm | - | - |
| 1.009 | 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 | 7,012.5 | kilogram | - | - |
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