Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.6 LAccepted-Finance | ₹66.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹68.3 L+₹1.7 L (2.58%)Accepted-Finance | ₹68.3 L+₹1.7 L (2.58%) | L2 | Accepted-Finance L2 |
| 3 | L3₹68.5 L+₹1.9 L (2.91%)Accepted-Finance | ₹68.5 L+₹1.9 L (2.91%) | L3 | Accepted-Finance L3 |
| 4 | L4₹68.9 L+₹2.3 L (3.45%)Accepted-Finance | ₹68.9 L+₹2.3 L (3.45%) | L4 | Accepted-Finance L4 |
| 5 | L5₹69.3 L+₹2.8 L (4.14%)Accepted-Finance | ₹69.3 L+₹2.8 L (4.14%) | L5 | Accepted-Finance L5 |
| Sl No | Description | Qty | Unit | K G VASUDEVAN NAIR L3 | AFSAL K M L4 | MANESH JACOB L1 | ANOOP P DIVAKARAN L6 | COCHIN SURAKSHA INFRASTRUCTURE PRIVATE LIMITED L5 | JOSEPH MATHEW L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00BUILDING | |||||||||
| 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 | 424.35 | cum | 218.9 ₹92,890.65 Lowest | 231.61 ₹98,284.17 | 223.88 ₹95,003.93 | 242.17 ₹1,02,765.32 | 233.16 ₹98,941.91 | 229.67 ₹97,460.92 |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 197.31 | cum | 117.25 ₹23,134.83 | 117.79 ₹23,241.38 | 113.86 ₹22,465.94 Lowest | 123.15 ₹24,298.97 | 118.57 ₹23,395.28 | 116.8 ₹23,046.04 |
| 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 | 5.57 | cum | 321.95 ₹1,792.62 | 323.39 ₹1,800.64 | 312.6 ₹1,740.56 Lowest | 338.13 ₹1,882.71 | 325.55 ₹1,812.66 | 320.69 ₹1,785.6 |
| 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) | 33.98 | cum | 7,099.1 ₹2,41,248.72 | 7,131.67 ₹2,42,355.54 | 6,893.68 ₹2,34,267.93 Lowest | 7,456.91 ₹2,53,408.17 | 7,179.27 ₹2,43,973.13 | 7,072.17 ₹2,40,333.55 |
| 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 | 87.2 | sqm | 345 ₹30,084 | 347.16 ₹30,272.35 | 335.57 ₹29,261.7 Lowest | 362.99 ₹31,652.73 | 349.47 ₹30,473.78 | 344.26 ₹30,019.47 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 261.69 | sqm | 682.77 ₹1,78,673.4 | 685.83 ₹1,79,474.17 | 662.94 ₹1,73,484.11 Lowest | 717.1 ₹1,87,657.18 | 690.41 ₹1,80,672.7 | 680.1 ₹1,77,974.69 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 336.88 | sqm | 902.6 ₹3,04,067.89 | 906.69 ₹3,05,445.73 | 876.43 ₹2,95,251.74 Lowest | 948.03 ₹3,19,372.35 | 912.74 ₹3,07,483.85 | 899.12 ₹3,02,895.55 |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 40.8 | sqm | 914.63 ₹37,316.9 | 918.72 ₹37,483.78 | 888.07 ₹36,233.26 Lowest | 960.62 ₹39,193.3 | 924.86 ₹37,734.29 | 911.05 ₹37,170.84 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 199.32 | sqm | 860.3 ₹1,71,475 | 864.15 ₹1,72,242.38 | 835.32 ₹1,66,495.98 Lowest | 903.56 ₹1,80,097.58 | 869.92 ₹1,73,392.45 | 856.94 ₹1,70,805.28 |
Tender Value
₹76.6 L
EMD Value
₹50,000
Closing Date
15 Sept 2026, 11:00 amClosed
Executive Engineer
Executive Engineer PWD Buildings Division Idukki, Painavu
GENERAL-Annual Plan 2025-26-Construction of School building at Nehru Smaraka Panchayathu Higher secondary School Puttady Vandanmedu Idukki.-High school SectionGeneral Civil Work
2026_PWD_868032_1
07/EE/BL/IDK/2026-27
Open Tender
Civil Works - Buildings
Item Rate
540 days
Puttady
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
22 Sept 2026
7 Sept 2026
17 Sept 2026
7 Sept 2026
15 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING | |||||
| 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 | 424.35 | cum | - | - |
| 1.002 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 197.31 | cum | - | - |
| 1.003 | 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 | 5.57 | cum | - | - |
| 1.004 | 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) | 33.98 | cum | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 87.2 | 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 | 261.69 | sqm | - | - |
| 1.007 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 336.88 | sqm | - | - |
| 1.008 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 40.8 | sqm | - | - |
| 1.009 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 199.32 | sqm | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
finance_1470099.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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.34 MB
Tendernotice_2.pdf
PDF • 0.18 MB
Tendernotice_3.pdf
PDF • 0.22 MB
Tendernotice_4.pdf
PDF • 0.25 MB
Tendernotice_5.pdf
PDF • 0.27 MB
Tendernotice_6.pdf
PDF • 2.60 MB
BOQ_1470099.xls
BOQ • 0.34 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 .