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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-AOC KUMARAKOM VAIKOM | ₹1.4 L | L1 | Accepted-AOC agreement executed |
| 2 | L2₹1.4 LRejected-Finance | ₹1.4 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical ASSISTANT ENGINEER LID EW ALAYAM GRAMA PANCHAYAT | FARIDABAD | HARYANA | 121004 | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | MUHAMMED RAFI L3 | MOHANLAL. D L2 | T VIJAYAKUMAR L4 | VISHNU L1 | Sunil K L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00compound wall repair of koikkal school | ||||||||
| 1.00 | 15.7.3:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar | 5.81 | cum | 880.26 ₹5,112.55 | 825.6 ₹4,795.08 | 924.27 ₹5,368.16 | 818.6 ₹4,754.43 | 967.85 ₹5,621.27 |
| 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 | 0.73 | cum | 359.72 ₹261.16 | 337.38 ₹244.94 | 377.71 ₹274.22 | 334.52 ₹242.86 | 395.51 ₹287.14 |
| 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) | 0.73 | cum | 7,932.89 ₹5,759.28 | 7,440.26 ₹5,401.63 | 8,329.53 ₹6,047.24 | 7,377.19 ₹5,355.84 | 8,722.21 ₹6,332.32 |
| 1.00 | OD383067/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 3.63 | cum | 3,993.46 ₹14,496.26 | 3,745.47 ₹13,596.06 | 4,193.13 ₹15,221.06 | 3,713.72 ₹13,480.80 | 4,390.81 ₹15,938.64 |
| 1.00 | 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) | 1.94 | cum | 8,343.49 ₹16,153 | 7,825.36 ₹15,149.90 | 8,760.66 ₹16,960.64 | 7,759.03 ₹15,021.48 | 9,173.67 ₹17,760.23 |
| 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) | 0.73 | cum | 10,488.77 ₹7,614.85 | 9,837.42 ₹7,141.97 | 11,013.21 ₹7,995.59 | 9,754.03 ₹7,081.43 | 11,532.4 ₹8,372.52 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 32.67 | kilogram | 112.43 ₹3,673.09 | 105.45 ₹3,445.05 | 118.05 ₹3,856.69 | 104.55 ₹3,415.65 | 123.62 ₹4,038.67 |
| 1.01 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 4.63 | cum | 7,279.03 ₹33,672.79 | 6,827 ₹31,581.70 | 7,642.98 ₹35,356.43 | 6,769.13 ₹31,314 | 8,003.29 ₹37,023.22 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 50.63 | sqm | 369.76 ₹18,720.95 | 346.8 ₹17,558.48 | 388.25 ₹19,657.10 | 343.86 ₹17,409.63 | 406.55 ₹20,583.63 |
Tender Value
₹1.5 L
EMD Value
₹3,671
Closing Date
4 Mar 2026, 6:00 pmClosed
SE, Kollam municipal corporation
SE, Kollam municipal corporation
Project No 1485/25 Koikkal HSS- Construction of compound wall-Div 18
2026_LSGD_839804_5
PC4/16546/25
Open Tender
Civil Works - Buildings
180 days
Kollam Municipla Corporation
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹3,671
Yes
22 May 2026
24 Feb 2026
6 Mar 2026
24 Feb 2026
4 Mar 2026
24 Feb 2026
24 Feb 2026 - 4 Mar 2026
compound wall repair of koikkal school
15.7.3:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar
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)
OD383067/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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)
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)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
OD386173/2025-2026:Granular sub-base/base/surface course using local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. this OD Item Specification is similar to Data of MoRD Specification having Code 4.11.2. [ DSoR 2021 ] Unit = cum Taking output = 300 cum
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
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