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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.9 LAccepted-AOC | L1 | Accepted-AOC lowest quoted bidder | |
| 2 | L2₹57.9 L+₹475.08 (<0.01%)Rejected-Finance | L2 | Rejected-Finance work allotted to lowest quoted bidder |
| Sl No | Description | Qty | Unit | JIBAN BASUMATARY L1 | BIBARI BARO L2 |
|---|---|---|---|---|---|
| 1.00 | Construction of RCC Main Canal
[§ Item No.: 6.4 (A)] Earth work in excavation in foundation of canal structure in all type of soil as per design & drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to a safe distance from the working place & depositing the required soils in uniform layers, dressing, watering & breaking clods not more than 10 mm. cube with compensation complete as directed at site (including bailing out stagnant rain water where necessary). | 196.8 | CM | 413 ₹81,278.4 Lowest | 413.65 ₹81,406.32 |
| 2.00 | [§ Item No.: 1.60] Collection of sand gravel (40% sand and 60% gravel of gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete. | 82 | CM | 926 ₹75,932 Lowest | 926.36 ₹75,961.52 |
| 3.00 | [§ Item No.: 2.1] Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (A) For normal road upto 25.0 Km (ii) With Contractor's Profit & GST | 2,460 | CM | 45 ₹1,10,700 Lowest | 45.03 ₹1,10,773.8 |
| 4.00 | [§ Item No.: 23.50] Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.5 M, complete as directed. | 82 | CM | 610 ₹50,020 Lowest | 610.89 ₹50,092.98 |
| 5.00 | [§ Item No.: 10.4B (i)]:-CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, | 70 | CM | 7,591 ₹5,31,370 Lowest | 7,591.07 ₹5,31,374.9 |
| 6.00 | [§ Item No.: 12.3] Supplying, fitting, fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking, tying, complete as directed. | 167.64 | QNTL | 13,394 ₹22,45,370.16 Lowest | 13,394.99 ₹22,45,536.12 |
| 7.00 | [§ Item No.: 12.1.(ii)]:- RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirtwall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to20 mm with proper reinforcement as per design including necessary curing, | 154.88 | CM | 12,743.9 ₹19,73,775.23 Lowest | 12,743.9 ₹19,73,775.23 Lowest |
| 8.00 | [§ Item No.: 9.1:B:(i)] Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). Shuttering (Beam) without Prop. | 1,643.19 | M2 | 227.69 ₹3,74,137.93 Lowest | 227.69 ₹3,74,137.93 Lowest |
| 9.00 | [§ Item No.: 6.27] Earth work in back filling of structure obtained from outside borrow pits filling in 15cm layers, ramming, dressing, watering including paying compensation of land if any (with lead upto 30.0 m and lift 1.50m). | 604.81 | CUM | 577.67 ₹3,49,380.59 Lowest | 577.67 ₹3,49,380.59 Lowest |
Tender Value
₹57.9 L
EMD Value
₹1.2 L
Closing Date
23 Dec 2025, 3:00 pmClosed
Addl. Chief Engineer cum CHD Irrigation, BTC Kokra
O/o the Addl. Chief Engineer cum CHD, Irrigation, BTC, Kokrajhar
Construction of RCC Main Canal (from Ch.150.0 m to 470.0 m) at Muthra FIS under PMKSY (HKKP) for the year 2021-2022
2025_BoTC_48964_10
ACE/CHDI/10/2025/18 dated 01/12/2025
Open Tender
Civil Works
Works
365 days
Suklai
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,200
₹1.2 L
Yes
O/o the Addl. Chief Engineer cum CHD, Irrigation,
12 Jan 2026
2 Dec 2025
24 Dec 2025
2 Dec 2025
23 Dec 2025
5 Dec 2025
8 Dec 2025
Amount
Construction of RCC Main Canal [§ Item No.: 6.4 (A)] Earth work in excavation in foundation of canal structure in all type of soil as per design & drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to a safe distance from the working place & depositing the required soils in uniform layers, dressing, watering & breaking clods not more than 10 mm. cube with compensation complete as directed at site (including bailing out stagnant rain water where necessary).
[§ Item No.: 1.60] Collection of sand gravel (40% sand and 60% gravel of gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete.
[§ Item No.: 2.1] Carriage of boulders, gravels, metal screening, stacking in measurable stacks at site, complete as directed. (A) For normal road upto 25.0 Km (ii) With Contractor's Profit & GST
[§ Item No.: 23.50] Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30 M and lift 1.5 M, complete as directed.
[§ Item No.: 10.4B (i)]:-CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering,
[§ Item No.: 12.3] Supplying, fitting, fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking, tying, complete as directed.
[§ Item No.: 12.1.(ii)]:- RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirtwall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to20 mm with proper reinforcement as per design including necessary curing,
[§ Item No.: 9.1:B:(i)] Centering and shuttering including propping etc. where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered). Shuttering (Beam) without Prop.
[§ Item No.: 6.27] Earth work in back filling of structure obtained from outside borrow pits filling in 15cm layers, ramming, dressing, watering including paying compensation of land if any (with lead upto 30.0 m and lift 1.50m).
BIBARI BARO (BID ID -289888)
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