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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.7 L+₹1,644.50 (0.35%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹8.0 L+₹3.3 L (70.4%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | A S SHAJAHAN L3 | K M ALI L1 | NISHAD P A L2 |
|---|---|---|---|---|---|---|
| 1.00PLAY GROUND | ||||||
| 1.00 | 10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | 884.7 | kg | 194.27 ₹1,71,870.67 | 180.48 ₹1,59,670.66 | 180 ₹1,59,246 Lowest |
| 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 | 9 | cum | 359.72 ₹3,237.48 | 334.18 ₹3,007.62 Lowest | 345 ₹3,105 |
| 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) | 1.5 | cum | 7,932.89 ₹11,899.34 | 7,369.65 ₹11,054.48 Lowest | 7,600 ₹11,400 |
| 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) | 5.4 | cum | 9,235.97 ₹49,874.24 | 8,580.22 ₹46,333.19 Lowest | 9,000 ₹48,600 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 36 | sqm | 386.16 ₹13,901.76 | 358.74 ₹12,914.64 Lowest | 375 ₹13,500 |
| 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 | 294 | kilogram | 112.43 ₹33,054.42 | 104.45 ₹30,708.3 Lowest | 108 ₹31,752 |
| 1.01 | 13.111.2:Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (One or more coat applied @ 0.90 ltr/10 sqm). | 69.4 | sqm | 93.72 ₹6,504.17 | 87.07 ₹6,042.66 Lowest | 90 ₹6,246 |
| 1.01 | 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) | 10.4 | sqm | 209.26 ₹2,176.3 | 194.4 ₹2,021.76 | 190 ₹1,976 Lowest |
| 1.01 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 66.4 | sqm | 164.86 ₹10,946.7 | 153.15 ₹10,169.16 Lowest | 155 ₹10,292 |
Tender Value
₹5.1 L
EMD Value
₹12,665
Closing Date
24 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Executive Engineer, LSGD SUB DIVISION, South Vazhakulam PO 683105
VBP-180/2025-26 Ayyankali Nagar Play Ground-Choornikkara GP Ward 15
2026_LSGD_836893_5
08/2025-26/AE/LSGD/VKLM
Open Tender
Civil Works - Others
Item Rate
180 days
VAZHAKKULAM BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,665
Yes
23 Mar 2026
17 Feb 2026
26 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
PLAY GROUND
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
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)
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
13.111.2:Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (One or more coat applied @ 0.90 ltr/10 sqm).
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)
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD327867/2025-2026:Providing and fixing fabric fencing mesh of size 50x50 mm or more, made of nylon wire of required width in mesh size 50x50 mm with minimum 2.0mm threads including strengthening with 2 mm dia wire, nuts or cable ties , bolts and washers as required complete as per the direction of Engineer-incharge Details of cost for 10 sqm MATERIAL:nylon wire 50x50 mm mesh = 10.00 sqm Wastage @ 5% = 0.50 sqm Total = 10.50 sqm
OD454072/2025-2026:Providing and laying DEPARTMENTALinterlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size ,design and shape ,laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness ,etc all complete as per the direction of engineer in charge
OD454073/2025-2026:Picking existing interlocking tiles
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
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