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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 LAccepted-AOC | 1 | Accepted-AOC Lowest | |
| 2 | 2₹1.6 L+₹3,987.55 (2.57%)Rejected-Finance | 2 | Rejected-Finance highest |
| Sl No | Description | Qty | Unit | VELAYUDHAN K L1 | RADHAKRISHNAN T C L2 |
|---|---|---|---|---|---|
| 1.00BUILDING | |||||
| 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 | 2 | cum | 329.79 ₹658.92 Lowest | 338.28 ₹675.88 |
| 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) | 3.72 | cum | 7,272.87 ₹27,055.08 Lowest | 7,460.08 ₹27,751.5 |
| 1.00 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 322.55 | kg | 171.49 ₹55,313.93 Lowest | 175.9 ₹56,736.37 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1.92 | sqm | 354.03 ₹679.74 Lowest | 363.14 ₹697.23 |
| 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) | 0.26 | cum | 8,467.54 ₹2,167.69 Lowest | 8,684.94 ₹2,223.34 |
| 1.01 | 12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 58.91 | sqm | 772.07 ₹45,482.64 Lowest | 791.94 ₹46,653.19 |
| 1.01 | OD158202/2025-2026:supplying and fixing 150 mm dia PVC rain water gutter semi circular section including fitting
with 32 m x<br>5m MS flat supporters at 1 m interval etc complete | 13.7 | metre | 427.62 ₹5,858.39 Lowest | 438.63 ₹6,009.23 |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 2.32 | cum | 7,649.31 ₹17,761.7 Lowest | 7,846.21 ₹18,218.9 |
Tender Value
₹1.7 L
EMD Value
₹4,226
Closing Date
14 Oct 2025, 6:00 pmClosed
Assistant Engineer
LID and EW , Kanjirapuzha GP
KANJIRAPUZHA GRAMAPANCHAYATH-2025-26 -PRO.NO.233/26- ADDITIONAL FACILITIES OF VETTILACHOLA COMMUNITY HALL -WARD-7
2025_LSGD_804957_2
03/25-26/AE/LIDEW/KPGP
Open Tender
Civil Works - Buildings
Item Rate
180 days
Kanjirapuzha
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹4,226
Yes
12 Dec 2025
4 Oct 2025
16 Oct 2025
4 Oct 2025
14 Oct 2025
4 Oct 2025
Amount
BUILDING
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
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)
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
OD158202/2025-2026:supplying and fixing 150 mm dia PVC rain water gutter semi circular section including fitting with 32 m x<br>5m MS flat supporters at 1 m interval etc complete
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
RADHAKRISHNAN T C (BID ID -2384763)
Bidder Name
RADHAKRISHNAN T C
VELAYUDHAN K
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