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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12 LAccepted-AOC | ₹12 L Quoted ₹9.3 L | L1 | Accepted-AOC LOW |
| 2 | L2₹7.7 L−₹1.6 L (17.2%)Rejected-Finance | ₹7.7 L−₹1.6 L (17.2%) | L2 | Rejected-Finance HIGH |
| 3 | L3₹8.0 L−₹1.3 L (13.9%)Rejected-Finance | ₹8.0 L−₹1.3 L (13.9%) | L3 | Rejected-Finance HIGH |
| 4 | L4₹8.2 L−₹1.1 L (11.8%)Rejected-Finance | ₹8.2 L−₹1.1 L (11.8%) | L4 | Rejected-Finance HIGH |
| 5 | L5₹8.2 L−₹1.1 L (11.3%)Rejected-Finance | ₹8.2 L−₹1.1 L (11.3%) | L5 | Rejected-Finance HIGH |
| Sl No | Description | Qty | Unit | muhamedrafeek L10 | moidu L5 | ABDUL NAZAR K L2 | MOHANDAS K L9 | Abdul Salam K P L6 | MUHAMMED ALI P.S. L8 | MUHAMMED ASHARAF K L1 | SUHAIB A T L4 | JAYAPRAKASH L7 | NOUSHADALI K P L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00RCC Retaining Wall | |||||||||||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 22 | cum | 852.35 ₹18,751.7 | 755.72 ₹16,625.84 | 705.43 ₹15,519.46 | 815.15 ₹17,933.3 | 762.9 ₹16,783.8 | 812.32 ₹17,871.04 | 631.02 ₹13,882.44 Lowest | 751.58 ₹16,534.76 | 765.7 ₹16,845.4 | 733.69 ₹16,141.18 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 66 | cum | 60.49 ₹3,992.34 | 53.63 ₹3,539.58 | 50.06 ₹3,303.96 | 57.85 ₹3,818.1 | 54.14 ₹3,573.24 | 57.64 ₹3,804.24 | 44.78 ₹2,955.48 Lowest | 53.33 ₹3,519.78 | 54.34 ₹3,586.44 | 52.07 ₹3,436.62 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 4.4 | cum | 8,146.32 ₹35,843.81 | 7,222.77 ₹31,780.19 | 6,742.09 ₹29,665.2 | 7,790.76 ₹34,279.34 | 7,300 ₹32,120 | 7,763.75 ₹34,160.5 | 6,030.97 ₹26,536.27 Lowest | 7,183.16 ₹31,605.9 | 7,318.18 ₹32,199.99 | 7,012.14 ₹30,853.42 |
| 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | 16 | cum | 9,463.95 ₹1,51,423.2 | 8,391.02 ₹1,34,256.32 | 7,832.6 ₹1,25,321.6 | 9,050.88 ₹1,44,814.08 | 8,360 ₹1,33,760 | 9,019.51 ₹1,44,312.16 | 7,006.46 ₹1,12,103.36 Lowest | 8,345.01 ₹1,33,520.16 | 8,501.87 ₹1,36,029.92 | 8,146.32 ₹1,30,341.12 |
| 1.00 | 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 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4 | 24 | cum | 10,324.35 ₹2,47,784.4 | 9,153.88 ₹2,19,693.12 | 8,544.68 ₹2,05,072.32 | 9,873.73 ₹2,36,969.52 | 9,250 ₹2,22,000 | 9,839.51 ₹2,36,148.24 | 7,643.44 ₹1,83,442.56 Lowest | 9,103.68 ₹2,18,488.32 | 9,274.8 ₹2,22,595.2 | 8,886.93 ₹2,13,286.32 |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 4.4 | tonne | 91,338.13 ₹4,01,887.77 | 80,983.11 ₹3,56,325.68 | 75,593.66 ₹3,32,612.1 | 87,351.55 ₹3,84,346.82 | 81,750 ₹3,59,700 | 87,048.77 ₹3,83,014.59 | 67,620.5 ₹2,97,530.2 Lowest | 80,539.04 ₹3,54,371.78 | 82,052.93 ₹3,61,032.89 | 78,621.45 ₹3,45,934.38 |
| 1.01 | OD68373/2026-2027:Providing weepholes in plain/reinforced concrete abutment, with 50 mm dia 6 kg/cm2 PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification. | 12 | metre | 67.47 ₹809.64 | 59.82 ₹717.84 | 55.84 ₹670.08 | 64.53 ₹774.36 | 60.4 ₹724.8 | 64.3 ₹771.6 | 49.95 ₹599.4 Lowest | 59.49 ₹713.88 | 60.61 ₹727.32 | 58.08 ₹696.96 |
| 1.01 | OD68530/2026-2027:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest
available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1
cement :6 coarse sand) etc complete (Modified DSR Code 50.6.2.1) | 3.23 | cum | 6,278.83 ₹20,249.23 | 5,567 ₹17,953.58 | 5,196.51 ₹16,758.74 | 6,004.78 ₹19,365.42 | 5,700 ₹18,382.5 | 5,983.97 ₹19,298.3 | 4,648.41 ₹14,991.12 Lowest | 5,536.47 ₹17,855.12 | 5,640.54 ₹18,190.74 | 5,404.66 ₹17,430.03 |
| 1.01 | OD69577/2026-2027:12 mm cement plaster of mix: 1:4 ( 1 cement : 4 fine sand) -(Same as 13.1.1. of DAR Civil) | 49 | sqm | 322.58 ₹15,806.42 | 286.01 ₹14,014.49 | 266.98 ₹13,082.02 | 308.5 ₹15,116.5 | 300 ₹14,700 | 307.43 ₹15,064.07 | 238.82 ₹11,702.18 Lowest | 284.44 ₹13,937.56 | 289.79 ₹14,199.71 | 277.67 ₹13,605.83 |
Tender Value
₹10.3 L
EMD Value
₹25,641
Closing Date
26 Jun 2026, 6:00 pmClosed
JIJIN A
VALLAPUZHA GP
Primary Health Centre Boundary Wall Reconstruction
2026_LSGD_856462_1
T1 /2026-27 AE LID EW/Vallapuzha
Open Tender
Civil Works - Others
Item Rate
180 days
vallapuzha
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹25,641
Yes
14 Jul 2026
18 Jun 2026
29 Jun 2026
18 Jun 2026
26 Jun 2026
18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RCC Retaining Wall | |||||
| 1.001 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | - | cum | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.003 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | - | cum | - | - |
| 1.005 | 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 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4 | - | cum | - | - |
| 1.006 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | tonne | - | - |
| 1.007 | OD68373/2026-2027:Providing weepholes in plain/reinforced concrete abutment, with 50 mm dia 6 kg/cm2 PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification. | - | metre | - | - |
| 1.008 | OD68530/2026-2027:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest
available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1
cement :6 coarse sand) etc complete (Modified DSR Code 50.6.2.1) | - | cum | - | - |
| 1.009 | OD69577/2026-2027:12 mm cement plaster of mix: 1:4 ( 1 cement : 4 fine sand) -(Same as 13.1.1. of DAR Civil) | - | sqm | - | - |
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