Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAccepted-Finance 1 2 VELLAPPARA PALLISSERY HOUSE PUNNAYURKULAM POST MARPADI MALAPPURAM | MARPADI | MALAPPURAM | KERALA | L1 | Accepted-Finance Financially qualified | |
| 2 | L2₹20.5 L+₹1.6 L (8.23%)Accepted-Finance | L2 | Accepted-Finance Financially qualified | |
| 3 | L3₹20.5 L+₹1.6 L (8.40%)Accepted-Finance | L3 | Accepted-Finance Financially qualified |
| Sl No | Description | Qty | Unit | RAFEEQUE V.P. L1 | SP BUISINESS ASSOCIATES L3 | EC ENGINEERING L2 |
|---|---|---|---|---|---|---|
| 1.00CIVIL | ||||||
| 1.01 | 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 | 2.59 | cum | 359.72 ₹932.39 Lowest | 359.72 ₹932.39 Lowest | 359.72 ₹932.39 Lowest |
| 1.02 | 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) | 1.94 | cum | 10,488.77 ₹20,390.17 Lowest | 10,488.77 ₹20,390.17 Lowest | 10,488.77 ₹20,390.17 Lowest |
| 1.03 | 5.9.6 Centering and shuttering including strutting, etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts | 8.64 | sqm | 1,008.55 ₹8,713.87 Lowest | 1,008.55 ₹8,713.87 Lowest | 1,008.55 ₹8,713.87 Lowest |
| 1.04 | 10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 17.62 | kilogram | 116.69 ₹2,055.96 Lowest | 116.69 ₹2,055.96 Lowest | 116.69 ₹2,055.96 Lowest |
| 1.05 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 1.13 | cum | 318.47 ₹361.14 Lowest | 318.47 ₹361.14 Lowest | 318.47 ₹361.14 Lowest |
| 2.00Hand Rail | ||||||
| 2.01 | 10.28 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) | 670.68 | kg | 767.78 ₹5,14,936.99 Lowest | 1,000 ₹6,70,683 | 1,000 ₹6,70,683 |
| 2.02 | 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) | 2.82 | cum | 9,235.97 ₹26,008.49 Lowest | 9,235.97 ₹26,008.49 Lowest | 9,235.97 ₹26,008.49 Lowest |
| 2.03 | 4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 28.16 | sqm | 386.16 ₹10,874.27 Lowest | 500 ₹14,080 | 386.16 ₹10,874.27 Lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
19 May 2026, 9:25 amClosed
UNIT HEAD
KEL, EDARIKODE
SITC of 1 KW Solar Tree (off Grid) with 20 Nos of 9W LED Lights at Thuravoor way Side Park in Aroor LAC Under MLA ADS of Sri. Daleema MLA
2026_KEL_850137_1
KEL/ KEMG/08/2026-27
Open Tender
Electrical Works
Item Rate
120 days
KEL EDARIKODE
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
20 May 2026
12 May 2026
20 May 2026
12 May 2026
19 May 2026
12 May 2026
12 May 2026 - 19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL | |||||
| 1.01 | 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 | - | - |
| 1.02 | 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 | - | - |
| 1.03 | 5.9.6 Centering and shuttering including strutting, etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.04 | 10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 1 | kilogram | - | - |
| 1.05 | 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 1 | cum | - | - |
| 2Hand Rail | |||||
| 2.01 | 10.28 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) | 0.2 | kg | - | - |
| 2.02 | 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 | - | - |
| 2.03 | 4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | - | sqm | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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 • 0.72 MB
BOQ_1436489.xls
BOQ • 0.26 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 .