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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹28.4 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical CHERUVATHUR KASARGOD KERALA | CHERUVATHUR | KASARGOD | KERALA | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Abdul Salam K P L1 | MOHAMMED SHABEER KV L2 |
|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 12 | cum | 403.58 ₹4,842.96 Lowest | 461.25 ₹5,535 |
| 1.00 | 2.5.2.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (II) By Mechanical Means <br>(B) Reinforced Cement Concrete | 8.04 | cum | 1,315.84 ₹10,579.35 Lowest | 1,503.82 ₹12,090.71 |
| 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. | 107.1 | cum | 56.14 ₹6,012.59 Lowest | 64.17 ₹6,872.61 |
| 1.00 | OD402736/2025-2026:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top
width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and
filled in between with puddle clay to form bund for an average height 2.00m including labour
dismantling the bund after completion of the work etc. complete. (60.1.1) | 12 | metre | 1,318.91 ₹15,826.92 Lowest | 1,507.14 ₹18,085.68 |
| 1.00 | OD402738/2025-2026:Pumbing or Bailing out water and removing slush etc by using pumpset including cost of labour ,oil hire charges of pumpset,etc( MODIFIED DSR CODE 50.2.3.1) | 40 | hour | 302.38 ₹12,095.2 Lowest | 345.58 ₹13,823.2 |
| 1.01 | OD402778/2025-2026:DR PACKING Under foundation using Departmental Rubble - Dry stone packing under foundation with good quality departmental blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.(MODIFIED DSR CODE 60.7.2) | 8.4 | cum | 673.4 ₹5,656.56 Lowest | 798.12 ₹6,704.21 |
| 1.01 | 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 | 8.93 | cum | 7,561.22 ₹67,483.89 Lowest | 8,641.4 ₹77,124.5 |
| 1.01 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. R.C.C. grade M 25 | 20.82 | cum | 8,708.4 ₹1,81,352.43 Lowest | 9,952.46 ₹2,07,259.98 |
| 1.01 | 12.5.4: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> IV. R.C.C. grade M 25 | 45.52 | cum | 9,233.01 ₹4,20,268.15 Lowest | 10,552 ₹4,80,305.94 |
Tender Value
₹33.8 L
EMD Value
₹50,000
Closing Date
9 Mar 2026, 4:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER OFFICE DIST PANCHAYATH PALAKKAD
GENERAL-BUDGET 2025-26-PATTAMBI CONSTITUENCY- SL NO(287) -1 V A L L A P U Z H A - C H U N K A P I L A V NALUMOOLA ROAD
2026_LSGD_841962_3
20/ET/EE/2025-26 DT-27/02/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
12 Jun 2026
28 Feb 2026
11 Mar 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
ROAD WORK
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry
2.5.2.B:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (II) By Mechanical Means <br>(B) Reinforced Cement Concrete
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.
OD402736/2025-2026:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. (60.1.1)
OD402738/2025-2026:Pumbing or Bailing out water and removing slush etc by using pumpset including cost of labour ,oil hire charges of pumpset,etc( MODIFIED DSR CODE 50.2.3.1)
OD402778/2025-2026:DR PACKING Under foundation using Departmental Rubble - Dry stone packing under foundation with good quality departmental blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.(MODIFIED DSR CODE 60.7.2)
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
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. R.C.C. grade M 25
12.5.4: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> IV. R.C.C. grade M 25
13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5<br>R.C.C M 25
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
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
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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: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)
OD402805/2025-2026:(Modified DSR Code 50.2.25.1)Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
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