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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC BISHNU RABHA NAGAR NOONMATI GUWAHATI 20 | ₹1.7 Cr | L1 | Accepted-AOC lowest quoted bidder |
| 2 | L2₹1.7 Cr+₹798.53 (<0.01%)Rejected-Finance | ₹1.7 Cr+₹798.53 (<0.01%) | L2 | Rejected-Finance work allotted to lowest quoted bidder |
| Sl No | Description | Qty | Unit | J D ASSOCIATES L1 | Abdul Motaleb L2 |
|---|---|---|---|---|---|
| 1.00Construction of RCC Canal (from ch 0.00 to 540.00m) | |||||
| 1.01 | Earth work in excavation in foundation of canal structure in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation etc. complete as directed. (Including bailing out stagnant rain water where necessary).
All types of soils except soil mixed with gravel and boulders. (For normal lead of 30 m and lift of 1.5 m) | 331.09 | m3 | 253.57 ₹83,954.49 Lowest | 253.57 ₹83,954.49 Lowest |
| 1.02 | Cement Concrete work in proportion 1: 3: 6 with aggregate of size 13 mm to 38 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed. (Without shuttering) (Temporary arrangement for obtaining clear water should be made at site.)
(i) Without shuttering & without Dewatering | 156.79 | m3 | 9,040.47 ₹14,17,455.29 Lowest | 9,040.47 ₹14,17,455.29 Lowest |
| 1.03 | Supplying, fitting, fixing and laying in position M.S. rod/ Torsteel/TMT bars of all sizes as per design and drawing as required including cutting, bending, cranking with necessary lappage and tying with black wire complete as directed. | 219.1 | qtl | 14,853.98 ₹32,54,507.02 Lowest | 14,853.98 ₹32,54,507.02 Lowest |
| 1.04 | Centering and shuttering including propping etc. where necessary and removal of forms after completion of C.C. and R.C.C. works complete as directed. (Measurement will be taken on the face area of timber)14706.91 | 2,994.15 | m2 | 359.56 ₹10,76,576.57 Lowest | 359.56 ₹10,76,576.57 Lowest |
| 1.05 | Cement Concrete work in proportion 1: 1 ½: 3 with aggregate of size 6 mm to 20 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed. (Without shuttering) (Temporary arrangement for obtaining clear water should be made at site.)
(a) River Singles
(i) Without shuttering & without dewatering | 302.45 | m3 | 11,277.97 ₹34,11,022.03 Lowest | 11,277.97 ₹34,11,022.03 Lowest |
| 1.06 | 6 mm thick cement plastering including clearing surfaces and curing etc. complete as directed. ii) In Prop. 1:4 | 1,957.91 | m2 | 177.65 ₹3,47,822.71 Lowest | 177.65 ₹3,47,822.71 Lowest |
| 1.07 | Earth work in all soils in canal embankment and bed filling as per design section and grade by cart carriage for a minimum distance of 1 Km. including paying compensation of earth obtained from private land if any, loading, unloading and stacking in measurable stacks not more than 1m height, spreading the same in 15 cm thick including clearing light jungles, removing trees up to 15cm dia uprooting roots and stumps etc. from the seat of embankment, profiling with all lift complete as directed. (Payment will be made after 12.5% shrinkage allowances from the gross quantity.) | 2,891.7 | m3 | 446.16 ₹12,90,160.87 Lowest | 446.16 ₹12,90,160.87 Lowest |
| 2.00Construction of RCC Canal (from ch 540.00m to 875.00 m) | |||||
| 2.01 | Earth work in excavation in foundation of canal structure in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation etc. complete as directed. (Including bailing out stagnant rain water where necessary).
All types of soils except soil mixed with gravel and boulders. (For normal lead of 30 m and lift of 1.5 m) | 193.32 | m3 | 253.58 ₹49,022.09 | 253.57 ₹49,020.15 Lowest |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
21 Feb 2026, 3:00 pmClosed
Addl. Chief Engineer cum CHD Irrigation, BTC Kokra
Addl. Chief Engineer cum CHD Irrigation, BTC Kokrajhar
Construction of Lined canal of Bainara FIS under PMKSY-HKKP for the year 2021-22
2026_BoTC_50869_3
ACE/CHDI/10/2025/19 dated 04/02/2026
Open Tender
Civil Works
Works
365 days
Tangla
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,500
₹3.4 L
Yes
6 Mar 2026
7 Feb 2026
21 Feb 2026
7 Feb 2026
21 Feb 2026
7 Feb 2026
Construction of RCC Canal (from ch 0.00 to 540.00m)
Earth work in excavation in foundation of canal structure in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation etc. complete as directed. (Including bailing out stagnant rain water where necessary). All types of soils except soil mixed with gravel and boulders. (For normal lead of 30 m and lift of 1.5 m)
Cement Concrete work in proportion 1: 3: 6 with aggregate of size 13 mm to 38 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed. (Without shuttering) (Temporary arrangement for obtaining clear water should be made at site.) (i) Without shuttering & without Dewatering
Supplying, fitting, fixing and laying in position M.S. rod/ Torsteel/TMT bars of all sizes as per design and drawing as required including cutting, bending, cranking with necessary lappage and tying with black wire complete as directed.
Centering and shuttering including propping etc. where necessary and removal of forms after completion of C.C. and R.C.C. works complete as directed. (Measurement will be taken on the face area of timber)14706.91
Cement Concrete work in proportion 1: 1 ½: 3 with aggregate of size 6 mm to 20 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed. (Without shuttering) (Temporary arrangement for obtaining clear water should be made at site.) (a) River Singles (i) Without shuttering & without dewatering
6 mm thick cement plastering including clearing surfaces and curing etc. complete as directed. ii) In Prop. 1:4
Earth work in all soils in canal embankment and bed filling as per design section and grade by cart carriage for a minimum distance of 1 Km. including paying compensation of earth obtained from private land if any, loading, unloading and stacking in measurable stacks not more than 1m height, spreading the same in 15 cm thick including clearing light jungles, removing trees up to 15cm dia uprooting roots and stumps etc. from the seat of embankment, profiling with all lift complete as directed. (Payment will be made after 12.5% shrinkage allowances from the gross quantity.)
Construction of RCC Canal (from ch 540.00m to 875.00 m)
Earth work in excavation in foundation of canal structure in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to a safe distance from the working place and depositing required spoils in uniform layers dressing, watering, breaking clods not more than 10mm cube with compensation etc. complete as directed. (Including bailing out stagnant rain water where necessary). All types of soils except soil mixed with gravel and boulders. (For normal lead of 30 m and lift of 1.5 m)
Cement Concrete work in proportion 1: 3: 6 with aggregate of size 13 mm to 38 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed. (Without shuttering) (Temporary arrangement for obtaining clear water should be made at site.) (i) Without shuttering & without Dewatering
Supplying, fitting, fixing and laying in position M.S. rod/ Torsteel/TMT bars of all sizes as per design and drawing as required including cutting, bending, cranking with necessary lappage and tying with black wire complete as directed.
Centering and shuttering including propping etc. where necessary and removal of forms after completion of C.C. and R.C.C. works complete as directed. (Measurement will be taken on the face area of timber)14706.91
Cement Concrete work in proportion 1: 1 ½: 3 with aggregate of size 6 mm to 20 mm free from dust and dirt and other foreign materials including roding (vibrating), bailing out wate where necessary and carrying with supplying all materials complete as directed. (Without shuttering) (Temporary arrangement for obtaining clear water should be made at site.) (a) River Singles (i) Without shuttering & without dewatering
6 mm thick cement plastering including clearing surfaces and curing etc. complete as directed. ii) In Prop. 1:4
Earth work in all soils in canal embankment and bed filling as per design section and grade by cart carriage for a minimum distance of 1 Km. including paying compensation of earth obtained from private land if any, loading, unloading and stacking in measurable stacks not more than 1m height, spreading the same in 15 cm thick including clearing light jungles, removing trees up to 15cm dia uprooting roots and stumps etc. from the seat of embankment, profiling with all lift complete as directed. (Payment will be made after 12.5% shrinkage allowances from the gross quantity.)
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