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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.8 L+₹28,299.76 (4.37%)Admitted-Fee/PreQual/Technical/Finance | ₹6.8 L+₹28,299.76 (4.37%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7.1 L+₹67,355.35 (10.4%)Admitted-Fee/PreQual/Technical/Finance | ₹7.1 L+₹67,355.35 (10.4%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹7.2 L+₹71,727.91 (11.1%)Admitted-Fee/PreQual/Technical/Finance NO DETAILS FOUND | ₹7.2 L+₹71,727.91 (11.1%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SAKKIR HUSSAIN L4 | P K KUNHIMOHAMMED L3 | RAHMATHULLA L1 | AMEER SHA V. L2 |
|---|---|---|---|---|---|---|---|
| 1.00BUDS COMPOUND WALL WORK | |||||||
| 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 | 11.66 | cum | 180 ₹2,099.52 Lowest | 199.57 ₹2,327.78 | 180.76 ₹2,108.38 | 188.4 ₹2,197.5 |
| 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) | 4.37 | cum | 6,250 ₹27,337.5 | 6,145.44 ₹26,880.15 | 5,566.16 ₹24,346.38 Lowest | 5,809.53 ₹25,410.88 |
| 1.00 | 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 | 890.46 | kilogram | 87.71 ₹78,101.9 | 87.09 ₹77,549.81 | 78.88 ₹70,239.17 Lowest | 82.33 ₹73,311.24 |
| 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) | 75.33 | cum | 7,200 ₹5,42,376 | 7,154.91 ₹5,38,979.37 | 6,480.48 ₹4,88,174.56 Lowest | 6,763.82 ₹5,09,518.56 |
| 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. | 97.2 | sqm | 655.51 ₹63,715.57 | 650.42 ₹63,220.82 | 589.11 ₹57,261.49 Lowest | 614.87 ₹59,765.36 |
| 1.01 | OD431290/2025-2026: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.(DATA FROM DAR 60.6) | 60 | metre | 90 ₹5,400 | 95 ₹5,700 | 86.21 ₹5,172.6 Lowest | 89.98 ₹5,398.8 |
Tender Value
₹8.5 L
EMD Value
₹21,184
Closing Date
1 Aug 2026, 6:55 pmClosed
ASSISTANT EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
Annual Plan-Malappuram DP (2025-26), Project No 1408-26 -Construction of compound wall and completion of building for Buds school rehablitation center at Thuvvur-General Civil Work
2026_LSGD_862002_23
DB1/TN/AEE/08/26-27
Open Tender
Civil Works - Buildings
Item Rate
300 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,870
₹21,184
Yes
4 Aug 2026
24 Jul 2026
3 Aug 2026
24 Jul 2026
1 Aug 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUDS COMPOUND WALL WORK | |||||
| 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 | 1 | 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) | 1 | cum | - | - |
| 1.003 | 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 | 0.4 | kilogram | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | 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. | - | sqm | - | - |
| 1.006 | OD431290/2025-2026: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.(DATA FROM DAR 60.6) | - | metre | - | - |
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