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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.6 LAdmitted-Finance SECOND FLOOR XX 116 ALUVA OPPOSITE PRIVATE BUS TERMINAL ERNAKULAM KERALA 683101 | ERNAKULAM | KERALA | 683101 | L1 | Admitted-Finance | |
| 2 | L2₹21.9 L+₹30,621 (1.42%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | CUEZONE INFRA PRIVATE LIMITED L1 | SHAJAHAN K I L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling of inside tank floor concrete, beam, slab etc. using portable electrically operated heavy- duty breaker machine, jag hammer, concrete cutter 2 feet dia or manually including cutting of re-bars using grinder/gas cutter without affecting the existing structure & removing of all debris generated Details as per Sl No 1 in BOQ | 4 | m3 | 18,000 ₹21,240 Lowest | 28,000 ₹33,040 |
| 2.00 | Shifting, filling, Laying & Levelling of concrete/brick debris / red earth from nearby location to proposed work site by engaging suitable JCB & Tippers & compacting in layers by using portable vibrator rollers or tamping rammer machine.Details as per Sl No 2 in BOQ | 10 | m3 | 20,000 ₹23,600 Lowest | 45,000 ₹53,100 |
| 3.00 | Providing and laying in position plain cement concrete mix 1:3:6 (1 cement, 3 coarse sand and 6 graded broken stone aggregate 40 20mm nominal size) after ramming of existing earth, well compacted, side shuttering, finishing smooth to a fair face at all levels, curing etc., complete. Details as per sl No 3 in BOQ | 3 | m3 | 30,000 ₹35,400 Lowest | 33,000 ₹38,940 |
| 4.00 | Providing & laying of Reinforced Cement Concrete RCC M30 grade ready mix concrete SCC (Self-Compacting Concrete) with minimum cement content 350 kg/m3 by using 12.5mm size downgraded broken stones, consolidated, curing, including usage of quality material as approved, cost, conveyance, lead, lift of all materials, labour, necessary scaffolding etc.. Details as per sl No 4 in BOQ | 32 | m3 | 4,80,000 ₹5,66,400 | 4,44,800 ₹5,24,864 Lowest |
| 5.00 | Supply & Laying reinforcement High yield strength deformed bars Fe 500 grade, cutting to required size, bending, straightening & placing in position, binding with 18/20 gauge black annealed /GI tying wire, including lead, lift of reinforcement to work site, laying as per drawing and directed by Engineer-in-charge Details as per sl No 5 in BOQ | 1.3 | ton | 1,62,500 ₹1,91,750 Lowest | 1,76,800 ₹2,08,624 |
| 6.00 | Providing shuttering / formwork with minimum thickness 18mm for walls, slab, using plywood with sufficient wooden runners or MS sheets with enough strength to withstand the load of mechanical vibrator during compaction of concrete. Details as per sl No 6 in BOQ | 110 | m2 | 1,65,000 ₹1,94,700 | 1,54,000 ₹1,81,720 Lowest |
| 7.00 | Repair/plastering in CM 1:4, 12 mm thick average for concrete wall, slab, floor after chipping of damage, using good quality M- sand, mixing & application of mortar, finishing smooth, proper line & level all required for completion of work as directed by EIC. Details as per sl No 7 in BOQ | 110 | m2 | 88,000 ₹1,03,840 | 82,500 ₹97,350 Lowest |
| 8.00 | Providing FRP Lining with three layers or more chopped strand matting of 450 grams/m2 (GSM) to required thickness and One layer of surface matting in bisphenol resin after proper surface preparation including application of one coat of resin before laying of first layer of glass fiber mat. Details as per sl No 8 in BOQ | 110 | m2 | 4,40,000 ₹5,19,200 Lowest | 4,73,000 ₹5,58,140 |
| 9.00 | Labour charges for fixing of nozzle in the wall including necessary dismantling/ core cutting of wall, filling of gaps, making the wall leak proof etc. complete as directed by Engineer-in-charge.Details as per sl No 9 in BOQ | 2 | No | 20,000 ₹23,600 | 8,000 ₹9,440 Lowest |
| 10.00 | Chipping & removing damaged concrete layer, de-bonded
concrete, cracked portion, loose concrete etc..Details as per sl No 10 in BOQ | 30 | m2 | 6,000 ₹7,080 Lowest | 6,600 ₹7,788 |
Tender Value
₹22.9 L
EMD Value
₹38,747
Closing Date
23 Sept 2025, 10:30 amClosed
V A Anil Kumar CM-Technical (Purchase)
IREL (India) Limited, RED Udyogamandal
Reconditioning of old eastern side Alkaline Effluent Pit near ETP
2025_IREL_246266_2
IREL/Udyogamandal/25-26/35720
Open Tender
Civil Works
Works
120 days
IREL (India) Limited, RED Udyogamandal
Details as per Annexure-I in Tender document
2 documents required · 2 mandatory
₹0
₹38,747
6 Oct 2025
17 Sept 2025
24 Sept 2025
17 Sept 2025
23 Sept 2025
17 Sept 2025
17 Sept 2025 - 22 Sept 2025
Dismantling of inside tank floor concrete, beam, slab etc. using portable electrically operated heavy- duty breaker machine, jag hammer, concrete cutter 2 feet dia or manually including cutting of re-bars using grinder/gas cutter without affecting the existing structure & removing of all debris generated Details as per Sl No 1 in BOQ
Shifting, filling, Laying & Levelling of concrete/brick debris / red earth from nearby location to proposed work site by engaging suitable JCB & Tippers & compacting in layers by using portable vibrator rollers or tamping rammer machine.Details as per Sl No 2 in BOQ
Providing and laying in position plain cement concrete mix 1:3:6 (1 cement, 3 coarse sand and 6 graded broken stone aggregate 40 20mm nominal size) after ramming of existing earth, well compacted, side shuttering, finishing smooth to a fair face at all levels, curing etc., complete. Details as per sl No 3 in BOQ
Providing & laying of Reinforced Cement Concrete RCC M30 grade ready mix concrete SCC (Self-Compacting Concrete) with minimum cement content 350 kg/m3 by using 12.5mm size downgraded broken stones, consolidated, curing, including usage of quality material as approved, cost, conveyance, lead, lift of all materials, labour, necessary scaffolding etc.. Details as per sl No 4 in BOQ
Supply & Laying reinforcement High yield strength deformed bars Fe 500 grade, cutting to required size, bending, straightening & placing in position, binding with 18/20 gauge black annealed /GI tying wire, including lead, lift of reinforcement to work site, laying as per drawing and directed by Engineer-in-charge Details as per sl No 5 in BOQ
Providing shuttering / formwork with minimum thickness 18mm for walls, slab, using plywood with sufficient wooden runners or MS sheets with enough strength to withstand the load of mechanical vibrator during compaction of concrete. Details as per sl No 6 in BOQ
Repair/plastering in CM 1:4, 12 mm thick average for concrete wall, slab, floor after chipping of damage, using good quality M- sand, mixing & application of mortar, finishing smooth, proper line & level all required for completion of work as directed by EIC. Details as per sl No 7 in BOQ
Providing FRP Lining with three layers or more chopped strand matting of 450 grams/m2 (GSM) to required thickness and One layer of surface matting in bisphenol resin after proper surface preparation including application of one coat of resin before laying of first layer of glass fiber mat. Details as per sl No 8 in BOQ
Labour charges for fixing of nozzle in the wall including necessary dismantling/ core cutting of wall, filling of gaps, making the wall leak proof etc. complete as directed by Engineer-in-charge.Details as per sl No 9 in BOQ
Chipping & removing damaged concrete layer, de-bonded concrete, cracked portion, loose concrete etc..Details as per sl No 10 in BOQ
Supply & application (re-plastering) of dual shrinkage compensated fiber reinforced thixotropic repair mortar. Details as per sl No 11 in BOQ
Supply & Pouring micro concrete of M40 grade (min.) of BASF/FOSROC/SIKA/PIDILITE make, at the locations to be repaired in RCC beams & columns, after completely removing rust particles all-round the existing re-bar Details as per sl No 12 in BOQ
Anchoring of new re-bars in the RCC columns, beams & slab wherever required by using pure epoxy resin anchoring mortar (Master flow 935 of BASF or equivalent FOSROC/SIKA/HILTI) with appropriate diameter of drilling of holes required for proper bonding into the concrete etc., complete. 12 mm dia bar - drilling length of 120-140mm Details as per sl No 13 in BOQ
Anchoring of new re-bars in the RCC columns, beams & slab wherever required by using pure epoxy resin anchoring mortar (Master flow 935 of BASF or equivalent FOSROC/SIKA/HILTI) with appropriate diameter of drilling of holes required for proper bonding into the concrete etc., complete. 16 mm dia bar - drilling length of 160-180mm. Details as per sl No 14 in BOQ
SHAJAHAN K I (BID ID -902011)
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