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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 CrAccepted-AOC | L1 | Accepted-AOC L1 accepted | |
| 2 | L2₹14.9 Cr+₹1.8 Cr (14.0%)Rejected-AOC | L2 | Rejected-AOC L2 rejected |
| Sl No | Description | Qty | Unit | Jose Thomas L1 | SAJEEV MATHEW AND COMPANY L2 |
|---|---|---|---|---|---|
| 1.00Appendix A- Bridge proper | |||||
| 1.00 | OD186572/2025-2026:Supplying, conveying ,Fabricating casing pipe 1200mm dia 6mm thick MS plate used for cast in situ pile and erecting at site | 30.17 | MT | 1,32,300 ₹39,91,226.4 Lowest | 1,40,400 ₹42,35,587.2 |
| 1.00 | 12.25.3:Bored cast-in-situ M35 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1200 mm | 329 | metre | 20,300 ₹66,78,700 Lowest | 23,000 ₹75,67,000 |
| 1.00 | 12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 241.97 | cum | 126 ₹30,487.84 Lowest | 200 ₹48,393.4 |
| 1.00 | 12.1.4.A:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Hard Rock ( blasting prohibited) - Mechanical Means | 43.26 | cum | 999 ₹43,220.74 Lowest | 1,400 ₹60,569.6 |
| 1.00 | OD186568/2025-2026:Dowel bars - Drilling, Supplying and providing HYSD bars of size 25mm dia of 2m long (1m in rock and 1m in concrete) including drilling holes of 30mm dia and filling the gap with cement grout (0.5 kg/each) etc... complete (Ref. Irrigation Item 60.5.3) | 120 | each | 999 ₹1,19,880 Lowest | 1,400 ₹1,68,000 |
| 1.01 | OD186571/2025-2026:Putting up ring bund of top width 1.50m, bottom width 2.75m.and average height of 2.50m with 1:1/4 side slope and protect the sides with coconut post of 4.50m long driving down 2.00m below bed level at 75cm c/c, providing 3 rows of weiling pieces 1/4 split coconut post on both sides and 1/4 split cross ties to alternate posts at top, bottom and middle portion and screening the sides of bund with Separation membrane of impermeable plastic sheet 125 micron thick fixed properly using coconut post and weiling pieces using reeper and nails in full height including tying properly using iron wire and coir altogether and supply and filling inside with hard clay/cut earth up to 2.50m, level and conveyed with all leads and lifts including consolidating properly and maintaining the bund till the work is completed and dismantling the bund after completion of work etc. as per the directions of departmental officers at site.
Bottom width 2.75m, Height 2.5m Side slope 1:1/4 Length of coconut pile 4.50m, Spacing 0.75m No. of layers 2
Length of full coconut pile required for 10m = ((10/0.75)+1)x2x4.5 = 126m, Length of (1/4 split) coconut cross ties for 10m = 3x2.5 av. x 7 Nos. = 52.50 m
Length of 1/4 split weiling pieces for 10m = 3x2x10 = 60m. | 32 | metre | 9,000 ₹2,88,000 Lowest | 12,000 ₹3,84,000 |
| 1.01 | OD206083/2025-2026: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. | 32 | metre | 4,500 ₹1,44,000 Lowest | 7,000 ₹2,24,000 |
| 1.01 | OD186569/2025-2026:Bailing out water with 5 HP engine and pump set including conveyance to site and erection, cost of fuel etc.. as per the directions of departmental officers at site | 480 | hour | 900 ₹4,32,000 Lowest | 1,200 ₹5,76,000 |
| 1.01 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 29.51 | cum | 14,400 ₹4,24,958.4 Lowest | 18,000 ₹5,31,198 |
Tender Value
₹9.6 Cr
EMD Value
₹2 L
Closing Date
31 Dec 2025, 5:00 pmClosed
Superending Engineer
O/o the SE, Bridges South Circle, Alappuzha
GENERAL-Chittoorkkadavu Bridge- Construction of Chittoorkkadavu Bridge across Achankovil river under Konni Constituency in Pathanamthitta District-General Civil Work
2025_PWD_822623_1
PWD/BR/TR/14594/2025_5_1_1/1
Open Tender
Civil Works - Bridges
Item Rate
547 days
PATHANAMTHITTA
Please refer Tender documents.
16 documents required · 16 mandatory
₹13,010
Yes
₹2 L
Yes
1 Jun 2026
18 Dec 2025
3 Jan 2026
18 Dec 2025
31 Dec 2025
18 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A- Bridge proper | |||||
| 1.001 | OD186572/2025-2026:Supplying, conveying ,Fabricating casing pipe 1200mm dia 6mm thick MS plate used for cast in situ pile and erecting at site | 30.17 | MT | - | - |
| 1.002 | 12.25.3:Bored cast-in-situ M35 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1200 mm | 329 | metre | - | - |
| 1.003 | 12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 241.97 | cum | - | - |
| 1.004 | 12.1.4.A:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Hard Rock ( blasting prohibited) - Mechanical Means | 43.26 | cum | - | - |
| 1.005 | OD186568/2025-2026:Dowel bars - Drilling, Supplying and providing HYSD bars of size 25mm dia of 2m long (1m in rock and 1m in concrete) including drilling holes of 30mm dia and filling the gap with cement grout (0.5 kg/each) etc... complete (Ref. Irrigation Item 60.5.3) | 120 | each | - | - |
| 1.006 | OD186571/2025-2026:Putting up ring bund of top width 1.50m, bottom width 2.75m.and average height of 2.50m with 1:1/4 side slope and protect the sides with coconut post of 4.50m long driving down 2.00m below bed level at 75cm c/c, providing 3 rows of weiling pieces 1/4 split coconut post on both sides and 1/4 split cross ties to alternate posts at top, bottom and middle portion and screening the sides of bund with Separation membrane of impermeable plastic sheet 125 micron thick fixed properly using coconut post and weiling pieces using reeper and nails in full height including tying properly using iron wire and coir altogether and supply and filling inside with hard clay/cut earth up to 2.50m, level and conveyed with all leads and lifts including consolidating properly and maintaining the bund till the work is completed and dismantling the bund after completion of work etc. as per the directions of departmental officers at site.
Bottom width 2.75m, Height 2.5m Side slope 1:1/4 Length of coconut pile 4.50m, Spacing 0.75m No. of layers 2
Length of full coconut pile required for 10m = ((10/0.75)+1)x2x4.5 = 126m, Length of (1/4 split) coconut cross ties for 10m = 3x2.5 av. x 7 Nos. = 52.50 m
Length of 1/4 split weiling pieces for 10m = 3x2x10 = 60m. | 32 | metre | - | - |
| 1.007 | OD206083/2025-2026: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. | 32 | metre | - | - |
| 1.008 | OD186569/2025-2026:Bailing out water with 5 HP engine and pump set including conveyance to site and erection, cost of fuel etc.. as per the directions of departmental officers at site | 480 | hour | - | - |
| 1.009 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 29.51 | cum | - | - |
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