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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.1 LAccepted-Finance | ₹12.1 L | 1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L8 |
| 3 | Rejected-Technical MANADATHODI HOUSE AVASHAM ERKKATTOOR MALAPPURAM 673642 | MALAPPURAM | MALAPPURAM | KERALA | 673642 | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical MALAYATHIL HOUSE PAZHAMALLUR P O KUTTILANGADI 676506 | KUTTILANGADI | MALAPPURAM | KERALA | 676506 | - | - | Rejected-Technical L7 |
| 5 | Rejected-Technical NO DETAILS FOUND | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Muhammed Musthafa M L7 | SAKKIR HUSSAIN L2 | M HASKAR L4 | Aslam k L8 | TEC INDIA DEVELOPERS L9 | VIJAYAKUMAR K L5 | SHAHAN P L3 | muhammed ali k k L1 | YARBASH P L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00building construction | ||||||||||||
| 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 | 33.08 | cum | 207.76 ₹6,872.7 | 196.4 ₹6,496.91 | 201.09 ₹6,652.06 | 209.89 ₹6,943.16 | 200 ₹6,616 | 204.07 ₹6,750.64 | 196.43 ₹6,497.9 | 165 ₹5,458.2 Lowest | 207.52 ₹6,864.76 |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 6.78 | cum | 290.09 ₹1,967.39 | 274.2 ₹1,859.62 | 280.78 ₹1,904.25 | 293.08 ₹1,987.67 | 299 ₹2,027.82 | 284.95 ₹1,932.53 | 274.27 ₹1,860.1 | 240 ₹1,627.68 Lowest | 289.77 ₹1,965.22 |
| 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) | 4.83 | cum | 6,397.55 ₹30,919.36 | 6,047.8 ₹29,229.02 | 6,192.08 ₹29,926.32 | 6,462.25 ₹31,232.05 | 6,900 ₹33,347.7 | 6,284.04 ₹30,370.77 | 6,048.53 ₹29,232.55 | 5,800 ₹28,031.4 Lowest | 6,390.27 ₹30,884.17 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 13.83 | sqm | 311.41 ₹4,306.8 | 294.39 ₹4,071.41 | 301.42 ₹4,168.64 | 314.61 ₹4,351.06 | 330 ₹4,563.9 | 305.88 ₹4,230.32 | 294.43 ₹4,071.97 | 280 ₹3,872.4 Lowest | 311.06 ₹4,301.96 |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 66.3 | sqm | 813.35 ₹53,925.11 | 768.88 ₹50,976.74 | 787.23 ₹52,193.35 | 821.68 ₹54,477.38 | 890 ₹59,007 | 798.9 ₹52,967.07 | 768.98 ₹50,983.37 | 720 ₹47,736 Lowest | 812.43 ₹53,864.11 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 70.7 | sqm | 615.23 ₹43,499.84 | 581.16 ₹41,090.92 | 595.47 ₹42,102.71 | 621.53 ₹43,945.28 | 650 ₹45,958.25 | 604.3 ₹42,727.03 | 581.67 ₹41,126.98 | 540 ₹38,180.7 Lowest | 614.53 ₹43,450.34 |
| 1.01 | 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) | 10.61 | cum | 8,458.76 ₹89,781.28 | 7,996.22 ₹84,871.88 | 8,187.08 ₹86,897.67 | 8,545.46 ₹90,701.51 | 8,999 ₹95,515.39 | 8,308.47 ₹88,186.1 | 7,997.29 ₹84,883.24 | 7,400 ₹78,543.6 Lowest | 8,449.13 ₹89,679.07 |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.94 | cum | 10,300.24 ₹40,562.35 | 9,736.73 ₹38,343.24 | 9,969.42 ₹39,259.58 | 10,405.81 ₹40,978.08 | 10,900 ₹42,924.2 | 10,117.24 ₹39,841.69 | 9,738.31 ₹38,349.46 | 9,200 ₹36,229.6 Lowest | 10,288.52 ₹40,516.19 |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 14.4 | sqm | 824.15 ₹11,867.76 | 779.09 ₹11,218.9 | 797.68 ₹11,486.59 | 832.6 ₹11,989.44 | 890 ₹12,816 | 809.51 ₹11,656.94 | 779.19 ₹11,220.34 | 740 ₹10,656 Lowest | 823.21 ₹11,854.22 |
Tender Value
₹15.4 L
EMD Value
₹38,406
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 (2026-27), Project No 329-27 -Construction of Kitchen shed at GVHSS Arimbra - Morayur-General Civil Work
2026_LSGD_862002_37
DB1/TN/AEE/08/26-27
Open Tender
Civil Works - Buildings
Item Rate
365 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹38,406
Yes
11 Sept 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 |
|---|---|---|---|---|---|
| 1building construction | |||||
| 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 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.005 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.007 | 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) | - | cum | - | - |
| 1.008 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.009 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | - | sqm | - | - |
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