Assam

AOC

Works

Civil Works

Renovation of L.I.S (Medium) from River Buridehing in Khowang Area under SOPD-G for the year 2025-26 under Khowang Tingkhong Division(I),Moran Package_3

Irrigation Department

Dibrugarh, Assam

Amount: ₹2.5 CrCloses: 3 Oct 2025Closed

Timeline

Published8 Sept 2025
Closed3 Oct 2025
Technical Evaluation18 Oct 2025
Awarded27 Nov 2025

Bids

Item Rate

2 Bids27 Nov 2025

#	Company	Amount	Rank	Status
1	JIBAN GOGOI L1₹2.5 CrAccepted-AOC 138 NAMGHAR PATH BARTILA BARBARI VIP ROAD GUWAHT 36 ASSAM \| 360000	₹2.5 Cr	L1	Accepted-AOC Awarded
2	M/S Kalyan Enterprise Rejected-Technical BAGHTOLI P S KHOWANG DIBRUGARH ASSAM PIN 785676 \| DIBRUGARH \| DIBRUGARH \| ASSAM \| 785676	-	-	Rejected-Technical Not admitted

BoQ Comparative

Line Items (71)

Sl No	Description	Qty	Unit	JIBAN GOGOI L1
1.00RENOVATION OF MAIN CANAL
1.01	Cutting jungles and trees upto 50 cm girth including uprooting roots and stumps and removing them from site of work etc, complete as directed. (ii) Medium Jungles	3,043.68	sqm	25.26 ₹76,883.36 Lowest
1.02	Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed. (A) with ordinary Soil	15,036.32	cum	498.31 ₹74,92,748.62 Lowest
1.03	22.5 (A) Labour charge for dismantling of old CC works of canal structures and carriage the spoils and depositing the same in a safe distance as directed.: Carriage up to lead of 30 Mand lift upto 1.50 M In between Ch 1600.00m to Ch 2800.00m(Bed Part) In between Ch 1600m to Ch 2800.00m(Slope part)	43.71	cum	3,039.44 ₹1,32,853.92 Lowest
1.04	10.3 A (i) CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 25 mm including curing,dewateringwithtimber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). Inbetween Ch 1600.00m to Ch2800.00m(BedPart) Inbetween Ch 1200.00m to Ch 2800.00m (Side slope part) Inbetween Ch 2890.00m to Ch 4500.00m(BedPart)Inbetween Ch 2890.00m to Ch 4500.00m (Side slope part)	1,080.06	cum	9,632.11 ₹1,04,03,256.73 Lowest
1.05	Providing 50 mm wide expansion joints with bituminous compound mixed with coarse sand for canal work at aninterval of 10 M apart including laying, fitting the compound in proper position, etc, complete as directed.	1,181.25	Rm	544.44 ₹6,43,119.75 Lowest
2.00Renovation of Canal Outlet
2.01	Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed.	286.92	cum	430.77 ₹1,23,596.53 Lowest
2.02	(A) (i) CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). Bed of pipe : 0.405cum ; Curtain wall : 0.126 cum ; Distribution side : 0.4 cum	41.9	cum	9,206.66 ₹3,85,713.02 Lowest
2.03	(A) (i )CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately):	1.8	cum	9,632.11 ₹17,337.8 Lowest

Tender Value

₹2.5 Cr

EMD Value

₹4.9 L

Closing Date

3 Oct 2025, 1:00 pmClosed

Tender Inviting Organisation

Name

Chief Engineer Irrigation Assam

Address

o-o the Chief Engineer Irrigation Assam Chandmari Guwahati-03

Work Description

Renovation of L.I.S (Medium) from River Buridehing in Khowang Area under SOPD-G for the year 2025-26 under Khowang Tingkhong Division(I),Moran Package_3

Tender Information

Tender ID

2025_ID_47361_3

Reference Number

1 (SOPD-G) 2025-26 Date_07.09.2025

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

Dibrugarh

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

RequiredBid document (.pdf)

RequiredPre-qualification (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,000

EMD Fee Amount

₹4.9 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

o-o the Chief Engineer Irrigation Assam Chandmari

Important Dates

Last Activity

27 Nov 2025

Published

8 Sept 2025

Bid Opening

4 Oct 2025

Download Starts

9 Sept 2025

Download Ends

3 Oct 2025

Submission Starts

16 Sept 2025

Pre-Bid Meeting

15 Sept 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

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Company

JIBAN GOGOI

L1₹2.5 CrAccepted-AOC

138 NAMGHAR PATH BARTILA BARBARI VIP ROAD GUWAHT 36 ASSAM | 360000

M/S Kalyan Enterprise

Rejected-Technical

BAGHTOLI P S KHOWANG DIBRUGARH ASSAM PIN 785676 | DIBRUGARH | DIBRUGARH | ASSAM | 785676

Sl No	Description	Qty	Unit	JIBAN GOGOI L1
1.00RENOVATION OF MAIN CANAL
1.01	Cutting jungles and trees upto 50 cm girth including uprooting roots and stumps and removing them from site of work etc, complete as directed. (ii) Medium Jungles	3,043.68	sqm	25.26 ₹76,883.36 Lowest
1.02	Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed. (A) with ordinary Soil	15,036.32	cum	498.31 ₹74,92,748.62 Lowest
1.03	22.5 (A) Labour charge for dismantling of old CC works of canal structures and carriage the spoils and depositing the same in a safe distance as directed.: Carriage up to lead of 30 Mand lift upto 1.50 M In between Ch 1600.00m to Ch 2800.00m(Bed Part) In between Ch 1600m to Ch 2800.00m(Slope part)	43.71	cum	3,039.44 ₹1,32,853.92 Lowest
1.04	10.3 A (i) CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 25 mm including curing,dewateringwithtimber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). Inbetween Ch 1600.00m to Ch2800.00m(BedPart) Inbetween Ch 1200.00m to Ch 2800.00m (Side slope part) Inbetween Ch 2890.00m to Ch 4500.00m(BedPart)Inbetween Ch 2890.00m to Ch 4500.00m (Side slope part)	1,080.06	cum	9,632.11 ₹1,04,03,256.73 Lowest
1.05	Providing 50 mm wide expansion joints with bituminous compound mixed with coarse sand for canal work at aninterval of 10 M apart including laying, fitting the compound in proper position, etc, complete as directed.	1,181.25	Rm	544.44 ₹6,43,119.75 Lowest
2.00Renovation of Canal Outlet
2.01	Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed.	286.92	cum	430.77 ₹1,23,596.53 Lowest
2.02	(A) (i) CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). Bed of pipe : 0.405cum ; Curtain wall : 0.126 cum ; Distribution side : 0.4 cum	41.9	cum	9,206.66 ₹3,85,713.02 Lowest
2.03	(A) (i )CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately):	1.8	cum	9,632.11 ₹17,337.8 Lowest

Sl No

Description

Qty

Unit

JIBAN GOGOI

1.00RENOVATION OF MAIN CANAL

1.01

Cutting jungles and trees upto 50 cm girth including uprooting roots and stumps and removing them from site of work etc, complete as directed. (ii) Medium Jungles

3,043.68

sqm

25.26

₹76,883.36

Lowest

1.02

Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed. (A) with ordinary Soil

15,036.32

cum

498.31

₹74,92,748.62

Lowest

1.03

22.5 (A) Labour charge for dismantling of old CC works of canal structures and carriage the spoils and depositing the same in a safe distance as directed.: Carriage up to lead of 30 Mand lift upto 1.50 M In between Ch 1600.00m to Ch 2800.00m(Bed Part) In between Ch 1600m to Ch 2800.00m(Slope part)

43.71

cum

3,039.44

₹1,32,853.92

Lowest

1.04

10.3 A (i) CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 25 mm including curing,dewateringwithtimber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). Inbetween Ch 1600.00m to Ch2800.00m(BedPart) Inbetween Ch 1200.00m to Ch 2800.00m (Side slope part) Inbetween Ch 2890.00m to Ch 4500.00m(BedPart)Inbetween Ch 2890.00m to Ch 4500.00m (Side slope part)

1,080.06

cum

9,632.11

₹1,04,03,256.73

Lowest

1.05

Providing 50 mm wide expansion joints with bituminous compound mixed with coarse sand for canal work at aninterval of 10 M apart including laying, fitting the compound in proper position, etc, complete as directed.

1,181.25

544.44

₹6,43,119.75

Lowest

2.00Renovation of Canal Outlet

2.01

Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed.

286.92

cum

430.77

₹1,23,596.53

Lowest

2.02

(A) (i) CC work in proportion 1:4:8 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). Bed of pipe : 0.405cum ; Curtain wall : 0.126 cum ; Distribution side : 0.4 cum

41.9

cum

9,206.66

₹3,85,713.02

Lowest

2.03

(A) (i )CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately):

1.8

cum

9,632.11

₹17,337.8

Lowest