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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹25.5 LAccepted-Finance | ₹25.5 L | 1 | Accepted-Finance L1 |
| 2 | 2₹26.3 LRejected-Finance | ₹26.3 L | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SHYNE DAS P L1 | TEENA BABU L2 |
|---|---|---|---|---|---|
| 1.00Bridge | |||||
| 1.00 | OD339169/2025-2026:RING BUND Type II Putting up ring bund with earth filling of gunny bags of top width1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work. etc.complete.( modified DSR 60.1.2) | 16 | metre | 1,495.71 ₹23,931.36 | 1,600 ₹25,600 |
| 1.00 | OD339170/2025-2026::Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete (od derived fromDSR 50.2.3.1) | 60 | hour | 290.9 ₹17,454 | 300 ₹18,000 |
| 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 | 52.12 | cum | 761.09 ₹39,668.01 | 800 ₹41,696 |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 4.12 | cum | 7,274.05 ₹29,969.09 | 8,000 ₹32,960 |
| 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) | 128.98 | cum | 7,108.71 ₹9.2 L | 8,000 ₹10.3 L |
| 1.01 | OD204536/2025-2026:Providing and fixing PVC pipes, fittings including fixing the pipe. . 63 mm pipe 4 kgf/ cm2 | 36 | metre | 86.27 ₹3,105.72 | 100 ₹3,600 |
| 1.01 | 14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | 14.64 | cum | 4,091.29 ₹59,896.49 | 4,400 ₹64,416 |
| 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) | 15.46 | cum | 7,423.76 ₹1.1 L | 8,000 ₹1.2 L |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 4.3 | tonne | 81,163.02 ₹3.5 L | 89,000 ₹3.8 L |
Tender Value
₹29.7 L
EMD Value
₹50,000
Closing Date
21 Jan 2026, 9:00 amClosed
ASSISTANT ENGINEER
LSGD KINANOOR KARINTHALAM GP
KUMBALAPALLY MOORKHANVALLY BRIDGE C O N S T R U C T I O N - K I N A N O O R KARINTHALAM GP PRO.NO.41/25-26
2025_LSGD_817510_2
AE/LSGD/KKGP/2/TN/25-26/PRO. NO41
Open Tender
Civil Works - Others
KARINTHALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
31 Mar 2026
14 Jan 2026
24 Jan 2026
14 Jan 2026
21 Jan 2026
14 Jan 2026
Bridge
OD339169/2025-2026:RING BUND Type II Putting up ring bund with earth filling of gunny bags of top width1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work. etc.complete.( modified DSR 60.1.2)
OD339170/2025-2026::Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete (od derived fromDSR 50.2.3.1)
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
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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
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)
OD204536/2025-2026:Providing and fixing PVC pipes, fittings including fixing the pipe. . 63 mm pipe 4 kgf/ cm2
14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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
OD273108/2025-2026:Steel work for purlin/single section with MS TUBES including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete ( modified DAR 50.10.2).
OD206571/2025-2026:6 mm cement plaster of mix: 1:3 ( 1 cement : 3 fine sand) ( modified DAR 13.16.1)
10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
OD206710/2025-2026:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-incharge. Area less than 0.50 sqm
OD206753/2025-2026:Engraving letters in Hard stone
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