Loading
Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.3 LAdmitted-Fee/PreQual/Technical/Finance KETTATHODI HOUSE KALLUR MANGALAM P O KONDOTTY KERALA 676553 | KONDOTTY | MALAPPURAM | KERALA | 676553 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹15.7 L+₹41,226.48 (2.69%)Admitted-Fee/PreQual/Technical/Finance KARINGAPPA CHEERAKUZHIYIL HOUSE PUNNATALA P O MALAPPURAM 676552 | MALAPPURAM | KERALA | 676552 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹16.0 L+₹70,508.05 (4.60%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹16.4 L+₹1.1 L (6.99%)Admitted-Fee/PreQual/Technical/Finance KARIPPOL PO MALAPPURAM PIN 676552 | MALAPPURAM | MALAPPURAM | KERALA | 676552 | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹16.6 L+₹1.3 L (8.44%)Admitted-Fee/PreQual/Technical/Finance KULANGARA HOUSE NIRMALAKKUNNU V K THENHIPALAM MALAPPURAM 676109 | THENHIPALAM | MALAPPURAM | KERALA | 676109 | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ABU KONDARATH L8 | DIVYARAJ V L3 | Secretary,PLCCS L9 | SIBIN KULANGARA L5 | HAREES K P L6 | SHANOOB L4 | FASEEH ALI CC L7 | MOHAMMED HANEEFA P L1 | Mohamed Rashid L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Resting room building construction | ||||||||||||
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 1.94 | cum | 1,400 ₹2,709 | 1,206.47 ₹2,334.52 | 2,000 ₹3,870 | 1,253 ₹2,424.56 | 1,276.43 ₹2,469.89 | 1,000 ₹1,935 Lowest | 1,306.41 ₹2,527.9 | 1,155 ₹2,234.93 | 1,184 ₹2,291.04 |
| 1.00 | 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) | 5.88 | cum | 11,600 ₹68,254.4 | 9,913.11 ₹58,328.74 | 13,000 ₹76,492 | 10,300 ₹60,605.2 | 10,487.95 ₹61,711.1 | 10,700 ₹62,958.8 | 10,734.31 ₹63,160.68 | 9,502 ₹55,909.77 Lowest | 9,736 ₹57,286.62 |
| 1.00 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 28.98 | cum | 12,200 ₹3,53,495 | 10,433.1 ₹3,02,299.07 | 15,000 ₹4,34,625 | 10,840 ₹3,14,089 | 11,038.09 ₹3,19,828.66 | 10,700 ₹3,10,032.5 | 11,297.38 ₹3,27,341.59 | 10,000 ₹2,89,750 Lowest | 10,247 ₹2,96,906.83 |
| 1.00 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 131.46 | sqm | 850 ₹1,11,741 | 746.07 ₹98,078.36 | 900 ₹1,18,314 | 775 ₹1,01,881.5 | 789.33 ₹1,03,765.32 | 800 ₹1,05,168 | 807.87 ₹1,06,202.59 | 715 ₹93,993.9 Lowest | 733 ₹96,360.18 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 103.16 | sqm | 690 ₹71,180.4 | 592.11 ₹61,082.07 | 800 ₹82,528 | 615 ₹63,443.4 | 626.44 ₹64,623.55 | 600 ₹61,896 | 641.16 ₹66,142.07 | 567 ₹58,491.72 Lowest | 581 ₹59,935.96 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 59.16 | sqm | 835 ₹49,398.6 | 782.78 ₹46,309.26 | 900 ₹53,244 | 813 ₹48,097.08 | 828.17 ₹48,994.54 | 800 ₹47,328 | 847.63 ₹50,145.79 | 750 ₹44,370 Lowest | 768 ₹45,434.88 |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 26.63 | sqm | 900 ₹23,967 | 793.18 ₹21,122.38 | 1,200 ₹31,956 | 824 ₹21,943.12 | 839.17 ₹22,347.1 | 800 ₹21,304 | 858.88 ₹22,871.97 | 759 ₹20,212.17 Lowest | 778 ₹20,718.14 |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 51.2 | metre | 200 ₹10,240 | 177.06 ₹9,065.47 | 300 ₹15,360 | 183 ₹9,369.6 | 187.33 ₹9,591.3 | 175 ₹8,960 | 191.73 ₹9,816.58 | 169 ₹8,652.8 Lowest | 173 ₹8,857.6 |
| 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 | 3,396.75 | kg | 94 ₹3,19,294.5 | 87.25 ₹2,96,366.44 | 94 ₹3,19,294.5 | 90 ₹3,05,707.5 | 92.31 ₹3,13,553.99 | 86 ₹2,92,120.5 | 94.48 ₹3,20,924.94 | 83 ₹2,81,930.25 Lowest | 86 ₹2,92,120.5 |
Tender Value
₹19.0 L
EMD Value
₹47,457
Closing Date
2 Nov 2026, 6:55 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
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 52-27 -Girls rest room for Kalpakanchery GVHSS at Kalpakanchery-General Civil Work
2026_LSGD_881836_6
DB1/TN/AEE/24/26-27
Open Tender
Civil Works - Buildings
Item Rate
365 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹47,457
Yes
5 Nov 2026
26 Oct 2026
4 Nov 2026
26 Oct 2026
2 Nov 2026
26 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Resting room building construction | |||||
| 1.001 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 1.94 | cum | - | - |
| 1.002 | 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) | 5.88 | cum | - | - |
| 1.003 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 28.98 | cum | - | - |
| 1.004 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 131.46 | sqm | - | - |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 103.16 | sqm | - | - |
| 1.006 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 59.16 | sqm | - | - |
| 1.007 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 26.63 | sqm | - | - |
| 1.008 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 51.2 | metre | - | - |
| 1.009 | 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 | 3,396.75 | kg | - | - |
stage.html
html • 0.03 MB
finance_1500799.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.11 MB
BOQ_1500799.xls
BOQ • 0.32 MB
PRELIMINARY AGREEMENT.pdf
Tender Documents • 0.15 MB
E-PAYMENT.pdf
Tender Documents • 0.01 MB
FORM OF TENDER.pdf
Tender Documents • 0.18 MB
INTEGRITY PACT.pdf
Tender Documents • 0.05 MB
AFFIDAVIT.pdf
Tender Documents • 0.35 MB
06SBD.pdf
Tender Documents • 3.47 MB
06.pdf
Tender Documents • 0.06 MB
06NIT.pdf
Tender Documents • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .