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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.4 LAccepted-AOC KERALA KL | ALAPPUZHA | KERALA | 688548 | ₹32.4 L | L1 | Accepted-AOC l1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | s.jayakumar L3 | Baji L1 | A.NAHAS L2 |
|---|---|---|---|---|---|---|
| 1.00Construction of Culvert & drain | ||||||
| 1.00 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 70.46 | cum | 913.66 ₹64,376.48 | 818 ₹57,636.28 | 555 ₹39,105.3 |
| 1.00 | OD65914/2025-2026:Removal of slit and cleaning the existing drain including all charges as per the direction of departmental officers | 8 | cum | 317.62 ₹2,540.96 | 285 ₹2,280 | 149 ₹1,192 |
| 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 | 1.38 | cum | 1,511.42 ₹2,085.76 | 1,353 ₹1,867.14 | 220 ₹303.6 |
| 1.00 | OD407422/2024-2025:Providing concrete for plain/reinforced concrete for bed concreting of retaing wall 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, without Formwork | 9.28 | cum | 8,396.38 ₹77,918.41 | 7,520 ₹69,785.6 | 8,400 ₹77,952 |
| 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) | 26.73 | cum | 8,533.74 ₹2,28,106.87 | 7,645 ₹2,04,350.85 | 8,600 ₹2,29,878 |
| 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) | 2.3 | cum | 8,911.95 ₹20,497.49 | 7,980 ₹18,354 | 7,900 ₹18,170 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 10.55 | cum | 9,591.31 ₹1,01,217.09 | 8,590 ₹90,650.27 | 8,500 ₹89,700.5 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.07 | tonne | 97,433.12 ₹1,04,350.87 | 87,265 ₹93,460.82 | 98,000 ₹1,04,958 |
| 2.00Road maintenanace | ||||||
Tender Value
₹38.1 L
EMD Value
₹50,000
Closing Date
29 Jul 2025, 6:00 pmClosed
Assistant EngineerMudakkal Grama Panchayat
Assistant Engineer LID and EW Section Mudakkal Grama Panchayath
L R R P - 2 0 2 4 - 2 5 C M L R R P - 2 CHIRAYINKEEZHU LAC, Sl.No.3635- KORANI VARUVILAKOM ROAD IN M U D A K K A L G P U N D E R C H I R A Y I N K E E Z H U B P O F THIRUVANANTHAPURAM DP
2025_LSGD_778406_1
19 /AE/LRRP/25
Open Tender
Civil Works - Roads
60 days
Mudakkal GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
23 Jun 2026
22 Jul 2025
31 Jul 2025
22 Jul 2025
29 Jul 2025
22 Jul 2025
22 Jul 2025 - 29 Jul 2025
Amount
Construction of Culvert & drain
11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth
OD65914/2025-2026:Removal of slit and cleaning the existing drain including all charges as per the direction of departmental officers
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
OD407422/2024-2025:Providing concrete for plain/reinforced concrete for bed concreting of retaing wall 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, without Formwork
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)
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)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Road maintenanace
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel
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)
OD64376/2025-2026:Providing Plain cement concrete for road work with vibrator but without formwork CC 1:2:4 (1cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD92415/2025-2026:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD 10.3.A.2)
A.NAHAS (BID ID -2266629)
s.jayakumar (BID ID -2265680)
Bidder Name
s.jayakumar
A.NAHAS
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