Tender ID

Assam

Cancelled

Works

Civil Works

Road safety improvement works on SH and MDRs in Golaghat district under ASRIP

Public Works Roads Department

Golaghat, Assam

Amount: ₹25.4 CrCloses: 13 Apr 2026Closed

Timeline

Published31 Mar 2026
Closed13 Apr 2026
Cancelled10 Aug 2026

Cancellation Details

Cancellation of Tender

Tender Cancellation NoticeTender Cancellation NoticeReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 10 Aug 2026

Tender Value

₹25.4 Cr

EMD Value

₹51 L

Closing Date

13 Apr 2026, 2:00 pmClosed

Tender Inviting Organisation

Name

Chief Engineer (EAP), PWRD Assam

Address

O/o the Chief Engineer EAP PWRD Assam Fatasil Ambari Guwahati 25

Work Description

Road safety improvement works on SH and MDRs in Golaghatdistrict under ASRIP

Tender Information

Tender ID

2026_PWD_51052_17

Reference Number

CE/ASRIP/104/2026/3

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Lump-sum

Location

Golaghat

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredLetter of Bid (.pdf)

RequiredTechnical bid_1 (.pdf)

RequiredTechnical bid_2 (.pdf)

RequiredTechnical bid_3 (.pdf)

RequiredBill of Quantity (BOQ) (.xls)

RequiredStandard bidding document (.pdf)

RequiredEMD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹20,000

EMD Fee Amount

₹51 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Fatasil Ambari Guwahati 25

Important Dates

Last Activity

10 Aug 2026

Published

31 Mar 2026

Bid Opening

13 Apr 2026

Download Starts

31 Mar 2026

Download Ends

13 Apr 2026

Submission Starts

6 Apr 2026

Clarification Period

31 Mar 2026 - 6 Apr 2026

Pre-Bid Meeting

6 Apr 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Clearing and Grubbing Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. (By Manual Means)
2Scarifying the existing bituminous (Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with all lift and lead as per Technical Specification)
3Compacting original ground supporting sub-grade (Loosening and Recompacting of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction. As per Technical Specification Clause No. 305)
4Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Govt. Land
5Excavation in Soil using Hydraulic Excavator Tippers with disposal all lead and lifts. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, loading disposal of excavated earth with in all lifts and leads or for reuse if suitable for embankment/subgrade at other location). As per Technical Specification Clause No. 301.3
6Granular Sub-Base with Coarse Graded Material (Table: - 400- 1), (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause No. 401) For Grading V Material
7Granular Sub-Base by reuse of excavated Coarse Graded Material from existing road (Table:- 400- 1) (Construction of granular sub-base by reuse of excavated non bituminous base and sub base roadway material from existing road , taking to plant area ,crushing to size and mixing suitable materials required to bring it to desired grading latter spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause No. 401 and Table 400-2 of Technical Specification and Clause No. 401) For Grading V Material
8Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate as per Technical specification including premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per Technical Specification Clause No. 406)
9Construction of Subgrade/Median/Earthen Shoulders (Construction of sub-grade, Median and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 and Technical specification Clause No. 305 and 408)
10Prime Coat Providing and applying primer coat as per Technical Specification Clause No. 502 with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per spreading rate approved by Engineer.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.19 MB

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.70 MB

Work Item Documents

LetterofBid.pdf

Additional Documents • 0.15 MB

BOQ_82578.xls

BOQ • 0.34 MB

SBDGolaghat.pdf

Tender Documents • 1.95 MB

Drawings1.pdf

Additional Documents • 23.23 MB

Drawings4.pdf

Additional Documents • 22.28 MB

Drawings6.pdf

Additional Documents • 15.72 MB

Drawings7.pdf

Additional Documents • 29.24 MB

Specifications.pdf

Additional Documents • 0.89 MB

Drawings2.pdf

Additional Documents • 22.53 MB

Drawings3.pdf

Additional Documents • 20.12 MB

Drawings5.pdf

Additional Documents • 13.94 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Clearing and Grubbing Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. (By Manual Means)
2Scarifying the existing bituminous (Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with all lift and lead as per Technical Specification)
3Compacting original ground supporting sub-grade (Loosening and Recompacting of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction. As per Technical Specification Clause No. 305)
4Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Govt. Land
5Excavation in Soil using Hydraulic Excavator Tippers with disposal all lead and lifts. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, loading disposal of excavated earth with in all lifts and leads or for reuse if suitable for embankment/subgrade at other location). As per Technical Specification Clause No. 301.3
6Granular Sub-Base with Coarse Graded Material (Table: - 400- 1), (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause No. 401) For Grading V Material
7Granular Sub-Base by reuse of excavated Coarse Graded Material from existing road (Table:- 400- 1) (Construction of granular sub-base by reuse of excavated non bituminous base and sub base roadway material from existing road , taking to plant area ,crushing to size and mixing suitable materials required to bring it to desired grading latter spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause No. 401 and Table 400-2 of Technical Specification and Clause No. 401) For Grading V Material
8Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate as per Technical specification including premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per Technical Specification Clause No. 406)
9Construction of Subgrade/Median/Earthen Shoulders (Construction of sub-grade, Median and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 and Technical specification Clause No. 305 and 408)
10Prime Coat Providing and applying primer coat as per Technical Specification Clause No. 502 with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per spreading rate approved by Engineer.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Clearing and Grubbing Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. (By Manual Means)

2Scarifying the existing bituminous (Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with all lift and lead as per Technical Specification)

3Compacting original ground supporting sub-grade (Loosening and Recompacting of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction. As per Technical Specification Clause No. 305)

4Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Govt. Land

5Excavation in Soil using Hydraulic Excavator Tippers with disposal all lead and lifts. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, loading disposal of excavated earth with in all lifts and leads or for reuse if suitable for embankment/subgrade at other location). As per Technical Specification Clause No. 301.3

6Granular Sub-Base with Coarse Graded Material (Table: - 400- 1), (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Technical Specification Clause No. 401) For Grading V Material

7Granular Sub-Base by reuse of excavated Coarse Graded Material from existing road (Table:- 400- 1) (Construction of granular sub-base by reuse of excavated non bituminous base and sub base roadway material from existing road , taking to plant area ,crushing to size and mixing suitable materials required to bring it to desired grading latter spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause No. 401 and Table 400-2 of Technical Specification and Clause No. 401) For Grading V Material

8Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate as per Technical specification including premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per Technical Specification Clause No. 406)

9Construction of Subgrade/Median/Earthen Shoulders (Construction of sub-grade, Median and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 and Technical specification Clause No. 305 and 408)

10Prime Coat Providing and applying primer coat as per Technical Specification Clause No. 502 with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per spreading rate approved by Engineer.