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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.0 LAccepted-Finance | ₹40.0 L | L1 | Accepted-Finance Lowest tender accepted |
| 2 | L2₹42.2 L+₹2.2 L (5.52%)Accepted-Finance | ₹42.2 L+₹2.2 L (5.52%) | L2 | Accepted-Finance Lowest tender accepted |
| 3 | L3₹43.2 L+₹3.2 L (7.96%)Rejected-Finance | ₹43.2 L+₹3.2 L (7.96%) | L3 | Rejected-Finance Lowest tender accepted |
| 4 | L4₹44.2 L+₹4.2 L (10.5%)Rejected-Finance | ₹44.2 L+₹4.2 L (10.5%) | L4 | Rejected-Finance Lowest tender accepted |
| 5 | L5₹44.4 L+₹4.4 L (10.9%)Rejected-Finance | ₹44.4 L+₹4.4 L (10.9%) | L5 | Rejected-Finance Lowest tender accepted |
Tender Value
₹50.8 L
EMD Value
₹50,000
Closing Date
14 Aug 2026, 3:00 pmClosed
Executive Engineer
Office of the Executive Engineer, PWD Buildings Division, Kozhikode
DEPOSIT Deposit Tourism Department GOVT Guest house Kozhikode Car parking cum Drivers staff Room Building Balance work at Guest house Work-General Civil work
2026_PWD_864721_1
13/EEBK/2026-27
Open Tender
Civil Works - Buildings
Item Rate
kozhikode
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
9 Sept 2026
7 Aug 2026
17 Aug 2026
7 Aug 2026
14 Aug 2026
9 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A Civil Works | |||||
| 1.001 | 26.29.2:Cleaning of reinforcement from rust from the reinforcing bars to give it a total
rust free steel surface by using alkaline chemical rust remover of approved
make with paint brush and removing loose particles after 24 hours of its
application with wire brush and thoroughly washing with water and allowing
it to dry, all complete as per direction of Engineer-In-Charge.Bars above 12 mm diameter | - | metre | - | - |
| 1.002 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 0.2 | sqm | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.005 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 0.4 | sqm | - | - |
| 1.006 | 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 | - | - |
| 1.007 | OD199210/2025-2026: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: In case the cement content in design mix is more than 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 above plinth level upto floor V levelConcrete of M30 grade with minimum cement content of 350 kg /cum | 1 | cum | - | - |
| 1.008 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | - | cum | - | - |
| 1.009 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | - | cum | - | - |
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