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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SURESH BABU C L1 | SHIJIN SH L2 |
|---|---|---|---|---|---|
| 1.00concreting works | |||||
| 1.00 | OD12143/2025-2026:Surface dressing of the ground including removing vegitation and in equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.50mtr. | 132.3 | per sqm | 35.94 ₹4,754.86 | 35 ₹4,630.5 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 14.7 | cum | 9,355.89 ₹1,37,531.58 Lowest | 12,500 ₹1,83,750 |
| 1.00 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | 0.91 | cum | 10,141.83 ₹9,208.78 Lowest | 14,000 ₹12,712 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.04 | tonne | 98,254.47 ₹3,537.16 | 95 ₹3.42 Lowest |
| 2.00providing hand rails | |||||
| 2.00 | 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 | 4.26 | cum | 351.9 ₹1,499.09 Lowest | 400 ₹1,704 |
| 2.00 | 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.) | 345.48 | kg | 751.09 ₹2,59,484.32 | 750 ₹2,59,107.75 Lowest |
| 2.00 | 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) | 3.1 | cum | 9,035.24 ₹28,000.21 Lowest | 12,500 ₹38,737.5 |
| 2.00 | 11.20.3:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement | 147 | sqm | 1,207.07 ₹1,77,439.29 Lowest | 1,400 ₹2,05,800 |
Tender Value
₹6.5 L
EMD Value
₹16,235
Closing Date
15 Jan 2026, 1:00 pmClosed
Assistant Engineer
OFFICE OF ASSISTANT ENGINEER, VARKALA MUNICIPALITY
Retender-1 358/25-26 Guest House-Eda road concreting in ward-28 of Varkala Municipality
2026_LSGD_825950_2
ET9/2025-26/AE/LIDEW/VKLA
Open Tender
Civil Works - Roads
Item Rate
VARKALA
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,435
Yes
₹16,235
Yes
27 Jun 2026
6 Jan 2026
15 Jan 2026
6 Jan 2026
15 Jan 2026
6 Jan 2026
concreting works
OD12143/2025-2026:Surface dressing of the ground including removing vegitation and in equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.50mtr.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
providing hand rails
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
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.)
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)
11.20.3:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement
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