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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.3 LAccepted-AOC | ₹61.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹63.2 L+₹1.9 L (3.12%)Rejected-AOC | ₹63.2 L+₹1.9 L (3.12%) | L2 | Rejected-AOC L2 |
| 3 | L3₹63.5 L+₹2.3 L (3.69%)Rejected-AOC NO DETAILS FOUND | ₹63.5 L+₹2.3 L (3.69%) | L3 | Rejected-AOC L3 |
| 4 | L4₹66.9 L+₹5.7 L (9.23%)Rejected-AOC | ₹66.9 L+₹5.7 L (9.23%) | L4 | Rejected-AOC L4 |
| 5 | L5₹69.4 L+₹8.1 L (13.3%)Rejected-AOC | ₹69.4 L+₹8.1 L (13.3%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | RASHID KK L8 | NIYAS BABU K L4 | ASHRAF CHIRAYIMMAL L7 | FIYAS V.P L1 | MUHAMMED THARIQUE C L2 | SULFEEKAR ALI M L5 | Highland Builders and Developers LLP L9 | MOHAMMED IRSHAD KP L10 | FASIL K.P. L3 | SADIQ KALAL K L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00SLAB CULVERT- AT VEETIKKUNNU ST NAGAR THEYYAKADAVU 3RD STREAM | |||||||||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 47.41 | cum | 336.58 ₹15,957.93 | 322.39 ₹15,285.15 | 334.8 ₹15,873.54 | 280 ₹13,275.36 Lowest | 302.4 ₹14,337.39 | 332.12 ₹15,746.47 | 339.83 ₹16,112.02 | 800 ₹37,929.6 | 290 ₹13,749.48 | 333 ₹15,788.2 |
| 1.00 | OD352019/2025-2026:[OD From DAR 60.5.2] - DOWEL BARS - Supplying and providing MS dowel bars of size 16mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. | 80 | each | 435.72 ₹34,857.6 | 417.34 ₹33,387.2 | 416 ₹33,280 | 350 ₹28,000 | 391.46 ₹31,316.8 | 429.94 ₹34,395.2 | 439.92 ₹35,193.6 | 280 ₹22,400 Lowest | 393.72 ₹31,497.6 | 430 ₹34,400 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 85.98 | cum | 6,706.47 ₹5,76,649.12 | 6,423.66 ₹5,52,331.98 | 6,670.6 ₹5,73,564.87 | 5,750 ₹4,94,408 Lowest | 6,025.32 ₹5,18,081.11 | 6,617.59 ₹5,69,006.86 | 6,771.11 ₹5,82,207.12 | 6,200 ₹5,33,100.8 | 6,060.06 ₹5,21,068.2 | 6,625 ₹5,69,644 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 1.57 | cum | 7,972.42 ₹12,556.56 | 7,636.24 ₹12,027.08 | 7,929.8 ₹12,489.44 | 6,900 ₹10,867.5 Lowest | 7,162.69 ₹11,281.24 | 7,866.77 ₹12,390.16 | 8,049.27 ₹12,677.6 | 7,200 ₹11,340 | 78,500 ₹1,23,637.5 | 7,875 ₹12,403.13 |
| 1.00 | 13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 | 18.53 | cum | 9,108.61 ₹1,68,782.54 | 8,724.51 ₹1,61,665.17 | 9,059.9 ₹1,67,879.95 | 7,900 ₹1,46,387 Lowest | 8,183.48 ₹1,51,639.88 | 8,987.89 ₹1,66,545.6 | 9,196.4 ₹1,70,409.29 | 8,500 ₹1,57,505 | 8,230.67 ₹1,52,514.32 | 8,997 ₹1,66,714.41 |
| 1.01 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 | 0.32 | cum | 8,697.22 ₹2,739.62 | 8,330.47 ₹2,624.1 | 8,650.7 ₹2,724.97 | 7,500 ₹2,362.5 Lowest | 7,813.88 ₹2,461.37 | 8,581.96 ₹2,703.32 | 8,781.05 ₹2,766.03 | 8,200 ₹2,583 | 7,858.94 ₹2,475.57 | 8,593 ₹2,706.8 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 3.32 | tonne | 76,570.43 ₹2,53,907.55 | 73,341.56 ₹2,43,200.61 | 76,160.8 ₹2,52,549.21 | 75,000 ₹2,48,700 | 68,793.46 ₹2,28,119.11 Lowest | 75,555.64 ₹2,50,542.5 | 77,308.46 ₹2,56,354.85 | 1,08,000 ₹3,58,128 | 69,190.15 ₹2,29,434.54 | 75,647 ₹2,50,845.45 |
| 1.01 | 11.2.2:Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 2. Earth filling (For marshy soil) | 112.5 | cum | 461.45 ₹51,913.13 | 441.99 ₹49,723.88 | 478.1 ₹53,786.25 | 375 ₹42,187.5 Lowest | 414.58 ₹46,640.25 | 455.33 ₹51,224.63 | 465.89 ₹52,412.63 | 2,550 ₹2,86,875 | 416.97 ₹46,909.13 | 455 ₹51,187.5 |
| 1.01 | 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) | 6.27 | cum | 7,003.69 ₹43,913.14 | 6,708.35 ₹42,061.35 | 6,966.2 ₹43,678.07 | 6,000 ₹37,620 Lowest | 6,292.35 ₹39,453.03 | 6,910.87 ₹43,331.15 | 7,071.19 ₹44,336.36 | 7,000 ₹43,890 | 6,328.64 ₹39,680.57 | 6,919 ₹43,382.13 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
15 Jul 2026, 3:00 pmClosed
Assistant Engineer
O/o Assistant Engineer, LID And EW Section Mampad
CONSTRUCTION OF CULVERT AND OTHER RELATED WORK
2026_LSGD_858464_1
LSGD/CELSGD/7912/2026-2027
Open Tender
Civil Works - Bridges
Item Rate
365 days
MAMPAD
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
10 Aug 2026
1 Jul 2026
18 Jul 2026
1 Jul 2026
15 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SLAB CULVERT- AT VEETIKKUNNU ST NAGAR THEYYAKADAVU 3RD STREAM | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1 | cum | - | - |
| 1.002 | OD352019/2025-2026:[OD From DAR 60.5.2] - DOWEL BARS - Supplying and providing MS dowel bars of size 16mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. | - | each | - | - |
| 1.003 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 0.6 | cum | - | - |
| 1.004 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | - | cum | - | - |
| 1.005 | 13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 | - | cum | - | - |
| 1.006 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 | 1 | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.008 | 11.2.2:Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 2. Earth filling (For marshy soil) | - | cum | - | - |
| 1.009 | 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) | 1 | cum | - | - |
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