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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹72.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹72.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹74.6 L+₹2.2 L (2.97%)Admitted-Fee/PreQual/Technical/Finance | ₹74.6 L+₹2.2 L (2.97%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹76.8 L+₹4.3 L (5.95%)Admitted-Fee/PreQual/Technical/Finance | ₹76.8 L+₹4.3 L (5.95%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | DELMANN CONSTRUCTIONS L1 | COCHIN SURAKSHA INFRASTRUCTURE PRIVATE LIMITED L3 | RANJINI G L2 |
|---|---|---|---|---|---|---|
| 1.00CIVIL WORKS (PAY WARD) | ||||||
| 1.00 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | 39.6 | sqm | 175 ₹6,930 | 290 ₹11,484 | 150 ₹5,940 Lowest |
| 1.00 | 15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | 1 | each | 375 ₹375 | 1,200 ₹1,200 | 340 ₹340 Lowest |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 2.87 | cum | 3,305 ₹9,485.35 Lowest | 4,800 ₹13,776 | 3,340 ₹9,585.8 |
| 1.00 | 15.7.3:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar | 21.89 | cum | 965 ₹21,127.71 | 4,500 ₹98,523 | 785 ₹17,186.79 Lowest |
| 1.00 | 5.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 79.28 | cum | 3,175 ₹2,51,701.3 Lowest | 10,500 ₹8,32,398 | 9,900 ₹7,84,832.4 |
| 1.01 | 4.2.8:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded
stone aggregate 40 mm nominal size derived from natural sources). | 2.87 | cum | 7,570 ₹21,725.9 | 6,550 ₹18,798.5 Lowest | 9,180 ₹26,346.6 |
| 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 | 13,502.8 | kg | 101 ₹13,63,782.8 | 105 ₹14,17,794 | 100 ₹13,50,280 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 | 69.49 | cum | 7,995 ₹5,55,564.56 | 5,600 ₹3,89,138.4 Lowest | 6,900 ₹4,79,474.1 |
| 1.01 | 50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete | 11.85 | cum | 9,510 ₹1,12,693.5 | 6,200 ₹73,470 Lowest | 7,800 ₹92,430 |
Tender Value
₹81.2 L
EMD Value
₹50,000
Closing Date
4 Aug 2026, 2:00 pmClosed
Managing Director
KHRWS, General Hospital Campus, Red cross road, Tvpm - 695035
NAM - Upgradation of Govt. Ayurveda Hospital, Aluva - Ernakulam District - Civil and Electrical works
2026_KHRWS_862655_1
23/2026-27/KHRWS
Open Tender
Repair and Maintenance Works
Item Rate
360 days
Aluva
Registration certificate of KHRWS
8 documents required · 8 mandatory
₹2,500
₹50,000
10 Aug 2026
28 Jul 2026
6 Aug 2026
28 Jul 2026
4 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORKS (PAY WARD) | |||||
| 1.001 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | - | sqm | - | - |
| 1.002 | 15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | - | each | - | - |
| 1.003 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | - | cum | - | - |
| 1.004 | 15.7.3:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar | 1 | cum | - | - |
| 1.005 | 5.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 0.4 | cum | - | - |
| 1.006 | 4.2.8:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded
stone aggregate 40 mm nominal size derived from natural sources). | - | cum | - | - |
| 1.007 | 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 | 1 | kg | - | - |
| 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 | 0.6 | cum | - | - |
| 1.009 | 50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete | 1 | cum | - | - |
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