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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.1 LAccepted-Finance | ₹20.1 L | L1 | Accepted-Finance L1 |
| 2 | L2₹22.0 LAccepted-Finance | ₹22.0 L | L2 | Accepted-Finance L2 |
| 3 | L3₹22.7 LAccepted-Finance | ₹22.7 L | L3 | Accepted-Finance L3 |
| 4 | L4₹24.0 LAccepted-Finance KERALA KL | ₹24.0 L | L4 | Accepted-Finance L4 |
| 5 | L5₹24.0 LRejected-Finance | ₹24.0 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | ABY VARGHESE L1 | C MOIDEEN L5 | ansari k L2 | GAFOOR L7 | DINEESH M. L4 | MUHAMMED THARIQUE C L3 | AHAMMED SHIHAD UT L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Detailed Estimate- Construction of Conference Hall | ||||||||||
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 1.6 | cum | 1,803.24 ₹2,885.18 | 2,035 ₹3,256 | 1,972 ₹3,155.20 | 2,234.16 ₹3,574.66 | 2,147.7 ₹3,436.32 | 2,036.96 ₹3,259.14 | 2,161.57 ₹3,458.51 |
| 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. | 0.5 | cum | 2,630.71 ₹1,315.36 | 3,034 ₹1,517 | 2,876.91 ₹1,438.46 | 3,259.38 ₹1,629.69 | 3,133.24 ₹1,566.62 | 2,971.69 ₹1,485.85 | 3,153.47 ₹1,576.74 |
| 1.00 | OD305749/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. All work above plinth level upto floor V level : Ref. 5.33.2 | 8.19 | cum | 9,259.37 ₹75,862.02 | 11,016 ₹90,254.09 | 10,125.95 ₹82,961.91 | 11,472.12 ₹93,991.08 | 11,028.15 ₹90,353.63 | 10,459.53 ₹85,694.93 | 11,100 ₹90,942.30 |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 78.05 | sqm | 722.57 ₹56,396.59 | 833 ₹65,015.65 | 790.19 ₹61,674.33 | 895.24 ₹69,873.48 | 860.6 ₹67,169.83 | 816.22 ₹63,705.97 | 866.16 ₹67,603.79 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 30.07 | sqm | 546.56 ₹16,436.15 | 630 ₹18,945.36 | 597.71 ₹17,974.34 | 677.18 ₹20,364.16 | 650.97 ₹19,575.97 | 617.4 ₹18,566.45 | 655.17 ₹19,702.27 |
| 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 | 1,483.02 | kg | 80.54 ₹1.2 L | 92 ₹1.4 L | 88.08 ₹1.3 L | 99.79 ₹1.5 L | 95.93 ₹1.4 L | 90.98 ₹1.3 L | 96.54 ₹1.4 L |
| 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 | 33.12 | cum | 5,422.49 ₹1.8 L | 5,536 ₹1.8 L | 5,929.98 ₹2.0 L | 6,718.33 ₹2.2 L | 6,458.32 ₹2.1 L | 6,125.33 ₹2.0 L | 6,500 ₹2.2 L |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 437.5 | sqm | 264.91 ₹1.2 L | 318 ₹1.4 L | 289.7 ₹1.3 L | 328.22 ₹1.4 L | 315.52 ₹1.4 L | 299.25 ₹1.3 L | 317.55 ₹1.4 L |
| 1.01 | OD327620/2025-2026:Supplying and fixing pressed steel door of standard pattern with frame as per profile of IS 4351 of Section 105x60 mm using 18 G (TATA Galvano) Sheet and shutters made of section 75 x 30 cm for outer styles and horizontal members and then inserted with enclosed and stiffened 26 CR as per specified with zinc cromate primer coat measured in sequence metre totally including all fittings and all charges for fixing handle but hinges etc complete. (Ref as per TS estimate no. PWD/BLDG/EST/18753/2022) | 2.58 | sqm | 5,068.52 ₹13,076.78 | 6,365 ₹16,421.70 | 5,542.88 ₹14,300.63 | 6,279.76 ₹16,201.78 | 6,036.73 ₹15,574.76 | 5,725.48 ₹14,771.74 | 6,075.72 ₹15,675.36 |
Tender Value
₹25.8 L
EMD Value
₹50,000
Closing Date
6 May 2026, 2:00 pmClosed
Executive Engineer
PWD Buildings division Malappuram
GENERAL-General Education Department -Annual plan 2025-26--Construction of school building for Government L.P.School ,Edivanna ,Nilambur ,Malappuram-General Civil Work
2026_PWD_848867_1
BL/DN/MPM/02/2026-27
Open Tender
Civil Works - Buildings
365 days
Malappuram
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
29 May 2026
24 Apr 2026
8 May 2026
24 Apr 2026
6 May 2026
24 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Detailed Estimate- Construction of Conference Hall | ||||||
| 1.001 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD305749/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. All work above plinth level upto floor V level : Ref. 5.33.2 | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 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 | 1 | kg | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | OD327620/2025-2026:Supplying and fixing pressed steel door of standard pattern with frame as per profile of IS 4351 of Section 105x60 mm using 18 G (TATA Galvano) Sheet and shutters made of section 75 x 30 cm for outer styles and horizontal members and then inserted with enclosed and stiffened 26 CR as per specified with zinc cromate primer coat measured in sequence metre totally including all fittings and all charges for fixing handle but hinges etc complete. (Ref as per TS estimate no. PWD/BLDG/EST/18753/2022) | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
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