Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC GWJWNPURI WARD NO 4 CHIRANG P O CHAPAGURI PS DALIGAON DISTRICT CHIRANG PIN 783373 | KOKRAJHAR | ASSAM | 783373 | ₹2.6 Cr | L1 | Accepted-AOC lowest quoted bidder |
| 2 | L2₹2.6 Cr+₹1.4 L (0.56%)Rejected-Finance BTC KOKRAJHAR ASSAM | ₹2.6 Cr+₹1.4 L (0.56%) | L2 | Rejected-Finance work allotted to lowest quoted bidder |
| Sl No | Description | Qty | Unit | LAJIK BRAHMA L1 | Sri Bishnu Basumatary L2 |
|---|---|---|---|---|---|
| 1.00 | Construction of cofferdam
Construction of whole bamboo single pallasiding with matured Bhaluka bamboo post 7.5cm to 10cm dia 5cm clear apart 1.50m to 1.00m above ground and 1.00m to 1.20m below ground with Jati bamboo strut placed 1.20m to 1.50m apart tied with galvd. Wire of 16G to 18G and complete with three rows of horizontal half Jati bamboo kamies complete as directed. | 72 | RM | 1,932.11 ₹1,39,111.92 Lowest | 1,945 ₹1,40,040 |
| 2.00 | Supplying and laying of empty cement bags filled with sand/ earth (as locally available) including stitching the mouth laying, fixing in position with supply of bags, sutlies etc. complete as directed. | 3,000 | Nos. | 52.93 ₹1,58,790 Lowest | 55 ₹1,65,000 |
| 3.00 | Earth work in filling the marginal bund/guide bund/afflux bund/ canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in 15 cm dia. and uprooting roots & stumps from the seat of embankment and borrow pit area, breaking clods to not more than 10 mm cube, ramming, watering, dressing and roughing seat of embankment , profiling etc. paying compensation of earth borrowed from private or forest land if any, lead upto 30m and lift upto 1.50m complete as directed. (a) Ordinary Soil. | 495 | M3 | 249.95 ₹1,23,725.25 Lowest | 250 ₹1,23,750 |
| 4.00 | Earth work in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15cm layers on both the banks as necessaryincluding clearing light jungles, removing trees up to 15cm, uprooting roots, stumps from the seat of embankment and canal bed and free from all vegetation including breaking clods not more than 10mm cube ramming, dressing and roughening the seat of embankment with lead up to 30m and lift upto 1.5m complete as directed. | 495 | CM | 234.07 ₹1,15,864.65 Lowest | 235 ₹1,16,325 |
| 5.00 | Construction of Diversion channnel.
Earth work in excavation of Diversion / feeder channel to the designed section and grade by depositing the spoils in the form of an embankment on either side to the designed section and grade in layers not exceeding 15 cm thick including clearing light jungle and trees upto 15 cm dia, uprooting roots and stamps from the seat of embankment and canal bed free from all vegetation including breaking clods not more than 10mm cube ramming, dressing, bailing out stagnant rain water where necessary complete as directed with lead upto 30 m and lift 1.5m. | 360 | M³ | 255.54 ₹91,994.4 | 255 ₹91,800 Lowest |
| 6.00 | Earth work in back filling of structure with earth obtaining from outside borrow pits, filling with 15cm layer ramming, dressing and compaction and watering including paying compensation of land, if any with lead up to 30m and lift 1.50m complete as directed. | 360 | M³ | 401.96 ₹1,44,705.6 Lowest | 402 ₹1,44,720 |
| 7.00 | CONSTRUCTION OF GATED C.C SPILLWAY
Item No. 1: -Earthwork in excavation in foundation of head work in soil mixed with sand, gravel and different sizes of boulders upto man size and beyond that by JCB /Poclain/ front loader excavator as per design and drawing including dressing the foundation, shoring etc. and lift upto 3 m, as directed by Engineer-in-charge.including getting out and disposal of excavated earth lead upto 50 m and lift upto 3 m, as directed by Engineer-in-charge. | 1,510.5 | CUM | 914.25 ₹13,80,974.63 Lowest | 915 ₹13,82,107.5 |
| 8.00 | Item No.2:- C.C. work in prop 1:3 : 6 with aggregate of size 13 mm to 38 mm free from dust dirt and other foreign materials including rodding / vibrating bailing out of water where necessary & curing with supplying of all materials complete as directed (Temporary arrangement for obtaining clean water should be made at site)(machine mixed) | 1,265.41 | CUM | 10,456.2 ₹1,32,31,380.04 Lowest | 10,500 ₹1,32,86,805 |
| 9.00 | Item No.:- 3 Collection and supply of one man size 23 to 30 cm hard river boulder including loading, unloading, stacking in measurable stacks at work site paying forest royalty etc. complete as directed. | 232.65 | CUM | 2,288.06 ₹5,32,317.16 Lowest | 2,300 ₹5,35,095 |
| 10.00 | Item No.4: Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope with voids filling and local carriage of boulders from a distance of 50 m with lift upto 3 m complete as directed. | 232.65 | CUM | 905.67 ₹2,10,704.13 Lowest | 910 ₹2,11,711.5 |
Tender Value
₹2.6 Cr
EMD Value
₹5.2 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 Gated spill way, cofferdam, Diversion Channel and Canal Head Regulator of Harharia FIS under PMKSY (HKKP) for the year 2021-2022
2025_BoTC_48964_1
ACE/CHDI/10/2025/18 dated 01/12/2025
Open Tender
Civil Works
Works
365 days
BARAMA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,200
₹5.2 L
Yes
O/o the Addl. Chief Engineer cum CHD, Irrigation,
14 Mar 2026
1 Dec 2025
24 Dec 2025
1 Dec 2025
23 Dec 2025
5 Dec 2025
8 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of cofferdam
Construction of whole bamboo single pallasiding with matured Bhaluka bamboo post 7.5cm to 10cm dia 5cm clear apart 1.50m to 1.00m above ground and 1.00m to 1.20m below ground with Jati bamboo strut placed 1.20m to 1.50m apart tied with galvd. Wire of 16G to 18G and complete with three rows of horizontal half Jati bamboo kamies complete as directed. | 72 | RM | 1,932.11 | ₹1,39,111.92 |
| 2 | Supplying and laying of empty cement bags filled with sand/ earth (as locally available) including stitching the mouth laying, fixing in position with supply of bags, sutlies etc. complete as directed. | 3,000 | Nos. | 52.93 | ₹1,58,790 |
| 3 | Earth work in filling the marginal bund/guide bund/afflux bund/ canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in 15 cm dia. and uprooting roots & stumps from the seat of embankment and borrow pit area, breaking clods to not more than 10 mm cube, ramming, watering, dressing and roughing seat of embankment , profiling etc. paying compensation of earth borrowed from private or forest land if any, lead upto 30m and lift upto 1.50m complete as directed. (a) Ordinary Soil. | 495 | M3 | 249.95 | ₹1,23,725.25 |
| 4 | Earth work in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15cm layers on both the banks as necessaryincluding clearing light jungles, removing trees up to 15cm, uprooting roots, stumps from the seat of embankment and canal bed and free from all vegetation including breaking clods not more than 10mm cube ramming, dressing and roughening the seat of embankment with lead up to 30m and lift upto 1.5m complete as directed. | 495 | CM | 234.07 | ₹1,15,864.65 |
| 5 | Construction of Diversion channnel.
Earth work in excavation of Diversion / feeder channel to the designed section and grade by depositing the spoils in the form of an embankment on either side to the designed section and grade in layers not exceeding 15 cm thick including clearing light jungle and trees upto 15 cm dia, uprooting roots and stamps from the seat of embankment and canal bed free from all vegetation including breaking clods not more than 10mm cube ramming, dressing, bailing out stagnant rain water where necessary complete as directed with lead upto 30 m and lift 1.5m. | 360 | M³ | 255.54 | ₹91,994.4 |
| 6 | Earth work in back filling of structure with earth obtaining from outside borrow pits, filling with 15cm layer ramming, dressing and compaction and watering including paying compensation of land, if any with lead up to 30m and lift 1.50m complete as directed. | 360 | M³ | 401.96 | ₹1,44,705.6 |
| 7 | CONSTRUCTION OF GATED C.C SPILLWAY
Item No. 1: -Earthwork in excavation in foundation of head work in soil mixed with sand, gravel and different sizes of boulders upto man size and beyond that by JCB /Poclain/ front loader excavator as per design and drawing including dressing the foundation, shoring etc. and lift upto 3 m, as directed by Engineer-in-charge.including getting out and disposal of excavated earth lead upto 50 m and lift upto 3 m, as directed by Engineer-in-charge. | 1,510.5 | CUM | 914.25 | ₹13,80,974.63 |
| 8 | Item No.2:- C.C. work in prop 1:3 : 6 with aggregate of size 13 mm to 38 mm free from dust dirt and other foreign materials including rodding / vibrating bailing out of water where necessary & curing with supplying of all materials complete as directed (Temporary arrangement for obtaining clean water should be made at site)(machine mixed) | 1,265.41 | CUM | 10,456.2 | ₹1,32,31,380.04 |
| 9 | Item No.:- 3 Collection and supply of one man size 23 to 30 cm hard river boulder including loading, unloading, stacking in measurable stacks at work site paying forest royalty etc. complete as directed. | 232.65 | CUM | 2,288.06 | ₹5,32,317.16 |
| 10 | Item No.4: Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope with voids filling and local carriage of boulders from a distance of 50 m with lift upto 3 m complete as directed. | 232.65 | CUM | 905.67 | ₹2,10,704.13 |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.75 MB
BOQ_77706.xls
BOQ • 0.33 MB
SBD1.pdf
Tender Documents • 1.56 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .