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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.0 L+₹25,602.76 (3.29%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | MOHAMMED HISHAM P L3 | N. KUNHALAVI L2 | SHARAFUDHEEN PULLIYIL L1 |
|---|---|---|---|---|---|---|
| 1.00retaining wall | ||||||
| 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 | 12.15 | cum | 231.89 ₹2,817.46 | 224.8 ₹2,731.32 | 217.65 ₹2,644.45 Lowest |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 10.8 | cum | 8,313.75 ₹89,788.5 | 8,059.24 ₹87,039.79 | 7,803.04 ₹84,272.83 Lowest |
| 1.00 | OD426256/2025-2026:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 60%20 mm nominal size and 40% 40mm nominal size) | 51 | cum | 7,660.59 ₹3,90,690.09 | 336.96 ₹17,184.96 Lowest | 7,190 ₹3,66,690 |
| 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. | 126.8 | sqm | 755.76 ₹95,830.37 | 1,854.55 ₹2,35,156.94 | 709.34 ₹89,944.31 Lowest |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 14.94 | sqm | 347.59 ₹5,192.99 | 336.96 ₹5,034.18 | 326.24 ₹4,874.03 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 | 2,246.4 | kilogram | 101.19 ₹2,27,313.22 | 98.1 ₹2,20,371.84 | 94.97 ₹2,13,340.61 Lowest |
| 1.01 | OD426257/2025-2026:(OD created From 60.6 of DSoR) PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 17 | metre | 110.6 ₹1,880.2 | 111.68 ₹1,898.56 | 103.8 ₹1,764.6 Lowest |
| 1.01 | OD426258/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 40 | hour | 411.29 ₹16,451.6 | 5,878.93 ₹2,35,157.2 | 386.03 ₹15,441.2 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,173
Closing Date
16 Mar 2026, 9:00 amClosed
ASSISTANT ENGINEER
MALAPPURRAM MUNICIPALITY
Annual Plan-Malappuram Municiplity P. No. 905-Protective wall in the Valiyathode Mathathilpadi area Ward 3-General Civil Work
2026_LSGD_844837_20
AE/LID-EW/MLPM/11/2025-26
Open Tender
Civil Works - Roads
Item Rate
MALAPPURAM MUNICIPALITY
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,173
Yes
8 Jun 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
retaining wall
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
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
OD426256/2025-2026:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 60%20 mm nominal size and 40% 40mm nominal size)
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.
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
OD426257/2025-2026:(OD created From 60.6 of DSoR) PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
OD426258/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
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