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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹15.5 L+₹1.4 L (9.66%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹15.7 L+₹1.6 L (11.4%)Admitted-Fee/PreQual/Technical/Finance PERUMAMATTEM PINARMUNDA KUNNATHUNADU ERANAKULAM | ERNAKULAM | KERALA | 680667 | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Abdul Manaf L3 | MUSTHAQUE L2 | BENBO DEVELOPERS LLP L1 |
|---|---|---|---|---|---|---|
| 1.00Waiting area in front of dialysis building | ||||||
| 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 | 12.39 | cum | 230 ₹2,849.7 | 212.97 ₹2,638.7 | 194.08 ₹2,404.65 Lowest |
| 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) | 6.17 | cum | 7,200 ₹44,409.6 | 6,557.86 ₹40,448.88 | 5,976.4 ₹36,862.44 Lowest |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 17.28 | sqm | 360 ₹6,220.8 | 319.22 ₹5,516.12 | 290.92 ₹5,027.1 Lowest |
| 1.00 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 40.26 | sqm | 450 ₹18,117 Lowest | 690 ₹27,779.4 | 632.53 ₹25,465.66 |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 7.42 | cum | 9,600 ₹71,193.6 | 8,670.72 ₹64,302.06 | 7,901.91 ₹58,600.56 Lowest |
| 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 | 846 | kilogram | 105 ₹88,830 | 92 ₹77,832 | 84.69 ₹71,647.74 Lowest |
| 1.01 | OD128024/2026-2027:Dry rubble masonry for foundation and plinth including all cost conveyance etc complete. (KPWD data) | 3.29 | cum | 3,600 ₹11,858.4 | 3,301.26 ₹10,874.35 | 3,008.55 ₹9,910.16 Lowest |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 12.39 | cum | 290 ₹3,593.1 | 263.27 ₹3,261.92 | 239.92 ₹2,972.61 Lowest |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 13.7 | cum | 445 ₹6,097.39 Lowest | 602.96 ₹8,261.76 | 549.49 ₹7,529.11 |
Tender Value
₹17.2 L
EMD Value
₹42,971
Closing Date
22 Sept 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
PWD BUILDINGS DIVISION MALAPPURAM
GENERAL-Waiting area in front of Dialysis building in manjeri medical college hospital- MPLADS 2025-26 Waiting area in front of Dialysis building in manjeri medical college hospital-General Civil Work
2026_PWD_869948_1
BL/DN/MPM/18/2026-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
Govt. Medical College Manjeri
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹42,971
Yes
24 Sept 2026
15 Sept 2026
24 Sept 2026
15 Sept 2026
22 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Waiting area in front of dialysis building | |||||
| 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 | 12.39 | cum | - | - |
| 1.002 | 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) | 6.17 | cum | - | - |
| 1.003 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 17.28 | sqm | - | - |
| 1.004 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 40.26 | sqm | - | - |
| 1.005 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 7.42 | cum | - | - |
| 1.006 | 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 | 846 | kilogram | - | - |
| 1.007 | OD128024/2026-2027:Dry rubble masonry for foundation and plinth including all cost conveyance etc complete. (KPWD data) | 3.29 | cum | - | - |
| 1.008 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 12.39 | cum | - | - |
| 1.009 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 13.7 | cum | - | - |
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