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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹94.2 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹95.0 L+₹78,987.78 (0.84%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹99.2 L+₹5.0 L (5.33%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹1.0 Cr+₹6.9 L (7.35%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | SANDEEP JOSE L3 | BENNY M JOSEPH L4 | M.T MUHAMMED MUNAZIR L1 | T.M CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|---|
| 1.00Building | |||||||
| 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. | 5.28 | cum | 2,987 ₹15,771.36 | 3,054 ₹16,125.12 | 2,842.89 ₹15,010.46 Lowest | 2,866.72 ₹15,136.28 |
| 1.00 | 5.33.2.1: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 above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 169.2 | cum | 10,200 ₹17,25,860.4 | 10,751 ₹18,19,090.7 | 10,006.19 ₹16,93,067.36 Lowest | 10,090.08 ₹17,07,261.72 |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 259.2 | sqm | 820 ₹2,12,544 | 839 ₹2,17,468.8 | 780.85 ₹2,02,396.32 Lowest | 787.39 ₹2,04,091.49 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 534.47 | sqm | 620 ₹3,31,371.4 | 634 ₹3,38,853.98 | 590.65 ₹3,15,684.71 Lowest | 595.6 ₹3,18,330.33 |
| 1.00 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 141.24 | sqm | 830 ₹1,17,229.2 | 850 ₹1,20,054 | 791.22 ₹1,11,751.91 Lowest | 797.85 ₹1,12,688.33 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 562.78 | sqm | 780 ₹4,38,970.74 | 799 ₹4,49,663.62 | 744.22 ₹4,18,834.36 Lowest | 750.46 ₹4,22,346.13 |
| 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 | 117.5 | metre | 185 ₹21,737.5 | 189 ₹22,207.5 | 176.62 ₹20,752.85 Lowest | 178.1 ₹20,926.75 |
| 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 | 21,993.76 | kilogram | 90 ₹19,79,438.31 | 93 ₹20,45,419.59 | 87.04 ₹19,14,336.78 Lowest | 87.77 ₹19,30,392.23 |
| 1.01 | OD367003/2025-2026:Laterate dry masonry with neatly dressed laterate stone of size 35x20x20 cm or
nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of material ,labour charges etc | 129.35 | cum | 6,000 ₹7,76,112 | 5,824 ₹7,53,346.05 | 5,420.91 ₹7,01,205.55 Lowest | 5,466.36 ₹7,07,084.6 |
Tender Value
₹1.1 Cr
EMD Value
₹50,000
Closing Date
19 Sept 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
Infrastructure Development for Cheemeni Ayurveda Building
Infrastructure Development for Cheemeni Ayurveda Building
2026_LSGD_868935_1
64/2026-27
Open Tender
Civil Works - Buildings
Item Wise
365 days
CHEEMENI
Please refer Tender documents.
7 documents required · 7 mandatory
₹6,508
Yes
₹50,000
Yes
7 Oct 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
19 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building | |||||
| 1.001 | 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. | 5.28 | cum | - | - |
| 1.002 | 5.33.2.1: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 above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 169.2 | cum | - | - |
| 1.003 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 259.2 | sqm | - | - |
| 1.004 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 534.47 | sqm | - | - |
| 1.005 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 141.24 | sqm | - | - |
| 1.006 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 562.78 | sqm | - | - |
| 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 | 117.5 | metre | - | - |
| 1.008 | 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 | 21,993.76 | kilogram | - | - |
| 1.009 | OD367003/2025-2026:Laterate dry masonry with neatly dressed laterate stone of size 35x20x20 cm or
nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of material ,labour charges etc | 129.35 | cum | - | - |
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