Tender ID

Arunachal

Technical BO

Works

Civil Works – Roads

Improvement of District Headquarters Township roads at Pasighat (CMCSRDP-II)

Public Works Department

Pasighat | East Siang, Arunachal Pradesh

Amount: ₹29.4 CrCloses: 28 Mar 2026Closed

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.

Timeline

Published14 Mar 2026
Closed28 Mar 2026
Technical Evaluation30 Mar 2026
Award—

Bids

4 Bids30 Mar 2026

#	Company	Status
1	M/S Agam Constructions Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical
2	M/s North East Engineering and Construction Agency Admitted-Fee/PreQual/Technical A SECTOR NAHARLAGUN PAPUM PARE DISTRICT ARUNACHAL PRADESH 791110 \| NAHARLAGUN \| PAPUM PARE DISTRICT \| ARUNACHAL PRADESH \| 791110	Admitted-Fee/PreQual/Technical
3	M/S Sedi Allied Agency Admitted-Fee/PreQual/Technical TIGRA MIRBUK PO PS PASIGHAT EAST SIANG DISTRICT ARUNACHAL PRADESH 791102 \| PASIGHAT \| EAST SIANG \| ARUNACHAL PRADESH \| 791102	Admitted-Fee/PreQual/Technical
4	M/S Sri Ram Enterprises Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical

Corrigenda

Corrigendum

1 updatesLatest on 27 Mar 2026

Tender Value

₹29.4 Cr

EMD Value

₹29.4 L

Closing Date

28 Mar 2026, 2:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer, PWD, Pasighat

Address

Executive Engineer, PWD, Pasighat, PO-PS - Pasighat, District - East Siang, Arunachal Pradesh, PIN- 791102

Work Description

Improvement of District Headquarters Township roads at Pasighat (CMCSRDP-II)

Tender Information

Tender ID

2026_PWDAP_3086_1

Reference Number

PA/CON-1/2025-26/ 10645-53 Dtd. 13/03/2026

Tender Type

Open Tender

Product Category

Civil Works – Roads

Form of Contract

Item Rate

Period of Work

730 days

Location

Pasighat

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredTender Fee and Bid Security as per NIeT Page 3, Col. 4 and 5. (.pdf)

RequiredQualification Information and supporting documents as per ITB Section 182. (.pdf)

RequiredTechnical Representative as per ITB, Page-26. (.pdf)

RequiredT and P requirement as per Schedule ITB, Page-24 and P-65. (.pdf)

RequiredNecessary formats and Annexures as per SBD. (.pdf)

RequiredDocuments should be properly Indexed with Page No. (.pdf)

Finance

RequiredBill of Quantities (BoQ) as specified. (.xls)

Fee & Financial Details

Tender Fee Amount

₹20,000

Tender Fee Payable To

EE PWD PASIGHAT

EMD Fee Amount

₹29.4 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

Office of the Executive Engineer, PWD, Pasighat.

Important Dates

Last Activity

30 Mar 2026

Published

14 Mar 2026

Bid Opening

30 Mar 2026

Download Starts

14 Mar 2026

Download Ends

28 Mar 2026

Submission Starts

17 Mar 2026

Pre-Bid Meeting

16 Mar 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (67 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling - 9.718 Km
1.01	Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) (II) By Mechanical Means (A) Bituminous courses	1,822.13	Cum	-	-
1.02	Dismantling of CI Water Pipe Line (Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department)	1,943.6	Mtr.	-	-
1.03	Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately)	243	Each	-	-
2RCC Drain with cover - 8.851 Km
2.01	Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) II Ordinary Rock (Not requiring blasting) B Mechanical Means (i) upto 3 m depth (without de-watering) and conveyance of all materials and in	8,275.69	Cum	-	-
2.02	Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	973.61	Cum	-	-
2.03	Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15 (p) Height upto 5 m	2,788.07	Cum	-	-
2.04	Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification A RCC Grade M20 Case I Using Concrete Mixer (i) For Solid slab Superstructure, (20-30%) of (a+b+c) (p) Height upto 5 M	1,194.89	Cum	-	-
2.05	Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications	78.66	MT	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.60 MB

Work Item Documents

TenderDoc.pdf

Tender Documents • 3.70 MB

BOQ_3287.xls

BOQ • 0.44 MB

Corrigendum Documents

Corrigendum.pdf

PDF • 0.32 MB

Ready to Participate?

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 .

Loading…

Company

M/S Agam Constructions

Admitted-Fee/PreQual/Technical

M/s North East Engineering and Construction Agency

Admitted-Fee/PreQual/Technical

A SECTOR NAHARLAGUN PAPUM PARE DISTRICT ARUNACHAL PRADESH 791110 | NAHARLAGUN | PAPUM PARE DISTRICT | ARUNACHAL PRADESH | 791110

M/S Sedi Allied Agency

Admitted-Fee/PreQual/Technical

TIGRA MIRBUK PO PS PASIGHAT EAST SIANG DISTRICT ARUNACHAL PRADESH 791102 | PASIGHAT | EAST SIANG | ARUNACHAL PRADESH | 791102

M/S Sri Ram Enterprises

Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Dismantling - 9.718 Km
1.01	Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) (II) By Mechanical Means (A) Bituminous courses	1,822.13	Cum	-	-
1.02	Dismantling of CI Water Pipe Line (Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department)	1,943.6	Mtr.	-	-
1.03	Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately)	243	Each	-	-
2RCC Drain with cover - 8.851 Km
2.01	Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) II Ordinary Rock (Not requiring blasting) B Mechanical Means (i) upto 3 m depth (without de-watering) and conveyance of all materials and in	8,275.69	Cum	-	-
2.02	Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	973.61	Cum	-	-
2.03	Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15 (p) Height upto 5 m	2,788.07	Cum	-	-
2.04	Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification A RCC Grade M20 Case I Using Concrete Mixer (i) For Solid slab Superstructure, (20-30%) of (a+b+c) (p) Height upto 5 M	1,194.89	Cum	-	-
2.05	Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications	78.66	MT	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Dismantling - 9.718 Km

1.01

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) (II) By Mechanical Means (A) Bituminous courses

1,822.13

Cum

1.02

Dismantling of CI Water Pipe Line (Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department)

1,943.6

Mtr.

1.03

Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately)

243

Each

2RCC Drain with cover - 8.851 Km

2.01

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) II Ordinary Rock (Not requiring blasting) B Mechanical Means (i) upto 3 m depth (without de-watering) and conveyance of all materials and in

8,275.69

Cum

2.02

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

973.61

Cum

2.03

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15 (p) Height upto 5 m

2,788.07

Cum

2.04

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification A RCC Grade M20 Case I Using Concrete Mixer (i) For Solid slab Superstructure, (20-30%) of (a+b+c) (p) Height upto 5 M

1,194.89

Cum

2.05

Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications

78.66