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Civil Works - Roads

SURF WORK INCL CONSTR OF SUBGRADE, GSB, WBM, DBM , BC, PRIME COAT, TACK COAT, HARD SHOULDER AND MOORUM FILLING ON APPROACH RD-1 FROM KOVANG TO BP-56 FROM KM 0.00 TO KM 5.00 UNDER 82 RCC/25 BRTF/SEWAK IN CHANDEL DISTT IN MANIPUR STATE

Dte General Border Roads Organisation

BET KM 0.0-5.0 ON APPCH RD-I FROM KOVANG TO BP-56 | Tengnoupal, Manipur | Chandel, Manipur

Amount: ₹7.4 CrCloses: 31 Oct 2026

Timeline

Published8 Oct 2026
Submission Opens23 Oct 2026
Closes31 Oct 2026
Bid Opening2 Nov 2026

Tender Value

₹7.4 Cr

EMD Value

₹6.9 L

Closing Date

31 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

Chief Engineer Project Sewak

Address

HQ CE (P) SEWAK MIDLAND DIMAPUR NAGALAND-797112

Work Description

SURF WORK INCL CONSTR OF SUBGRADE, GSB, WBM, DBM , BC, PRIME COAT, TACK COAT, HARD SHOULDER AND MOORUM FILLING ON APPROACH RD-1 FROM KOVANG TO BP-56 FROM KM 0.00 TO KM 5.00 UNDER 82 RCC/25 BRTF/SEWAK IN CHANDEL DISTT IN MANIPUR STATE

Tender Information

Tender ID

2026_BRO_792806_1

Reference Number

CE (P) SEWAK/02/2026-27 Second Call)

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

360 days

Location

BET KM 0.0-5.0 ON APPCH RD-I FROM KOVANG TO BP-56

Source Website

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Eligibility / Pre-Qualification

As per tender Docs

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredScanned and signed copy of Pre-Contract Integrity Pact and entire tender documents (.pdf)

RequiredScanned and signed copy of Earnest Money deposit (.pdf)

RequiredScanned and signed copy of all the Eligibility/qualification documents required as per tender condit (.pdf)

RequiredScanned and signed copy of undertaking by tenderer given at Serial Page No. 196 of tender (.pdf)

RequiredScanned and signed copy of details of Equipment, Plants and Vehicles as per format given in Page No. (.pdf)

RequiredScanned and signed copy of details of experience for similar work as per format given in Page No. 9 (.pdf)

RequiredScanned and signed copy of solvency/working capital certificate by tenderer given at Serial Page No. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹6.9 L

Important Dates

Last Activity

8 Oct 2026

Published

8 Oct 2026

Bid Opening

2 Nov 2026

Download Starts

8 Oct 2026

Download Ends

31 Oct 2026

Submission Starts

23 Oct 2026

Clarification Period

8 Oct 2026 - 17 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Part-I
1.01	Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr.	23,819.4	Sqm	-	-
1.02	Providing, laying & compaction of GSB 150 mm (compacted) thickness conforming to Clause 401 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) as specified in particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge	23,819.4	Sqm	-	-
1.03	Providing, laying & compaction of WBM 75 mm (compacted) thickness conforming to Clause 404 of MORT&H Specifications for Road and Bridge Works(Fifth Revision) as specified in particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge.	44,353.98	Sqm	1	₹44,353.98
1.04	Providing, laying & compaction of GSB 350 mm compacted thickness in Hard Shoulder conforming to Clause 401 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) as specified in particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge	4,785.85	Cum	1	₹4,785.85
2Part-II
2.01	Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of VG 10 grade @ 0.25 Kg/Sqm conforming to IS:73. on existing bituminous surface after cleaning all complete as per Clause 503 of MoRT&H Specifications for Road and Bridge Works (5th Revision)	41,159.8	Sqm	2	₹82,319.6
2.02	Application of Prime Coat @ 0.75 Kg/Sqm by mechanical means conforming to clause 502 of MORT&H specifications for Road and Bridge Works (Fifth Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge	22,176	Sqm	3	₹66,528
2.03	Providing, laying and compaction of 50 mm thick (compacted) DBM (Dense Bituminous Macadam) layer over WMM Surface including preparation and correction of existing surface with pre-coated stone chips grading confirming to Table: 500-10 and aggregates satisfying the physical requirement of table 500-08 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 4.5% bitumen VG-10 (Viscosity Grade-10) by weight of total mix and 2% filler by weight of total mix and 2% filler by weight of mix complete in all respect and all as specified and directed by Engineer-in-Charge.	20,534.8	Sqm	4	₹82,139.2
2.04	Providing and Mixing of stone aggregate in Hot Mix Plant, laying mix BC by paver and compaction BC 30 mm thick (compacted) layer Pre-coated aggregate physical requirement/grading/mix composition confirming to Table: 500-16 and aggregates satisfying the physical requirement of table 500-17 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 5.4% bitumen (bitumen of appropriate grade as per particular specifications Para 8.2.1) requirement as per Clause 507 of MoRT&H Specifications for Road and Bridge Works (5th Revision) for resurfacing work. Shredded plastic waste @ 8% of Bitumen by weight to be used in Bituminous Concrete Mix without reducing Bitumen Contents as per IRC:SP:98-2013 or latest revised publication.	20,625	Sqm	5	₹1,03,125

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.34 MB

Work Item Documents

BOQ_889014.xls

BOQ • 0.35 MB

TenderDocs.pdf

Tender Documents • 2.06 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Part-I
1.01	Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr.	23,819.4	Sqm	-	-
1.02	Providing, laying & compaction of GSB 150 mm (compacted) thickness conforming to Clause 401 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) as specified in particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge	23,819.4	Sqm	-	-
1.03	Providing, laying & compaction of WBM 75 mm (compacted) thickness conforming to Clause 404 of MORT&H Specifications for Road and Bridge Works(Fifth Revision) as specified in particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge.	44,353.98	Sqm	1	₹44,353.98
1.04	Providing, laying & compaction of GSB 350 mm compacted thickness in Hard Shoulder conforming to Clause 401 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) as specified in particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge	4,785.85	Cum	1	₹4,785.85
2Part-II
2.01	Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of VG 10 grade @ 0.25 Kg/Sqm conforming to IS:73. on existing bituminous surface after cleaning all complete as per Clause 503 of MoRT&H Specifications for Road and Bridge Works (5th Revision)	41,159.8	Sqm	2	₹82,319.6
2.02	Application of Prime Coat @ 0.75 Kg/Sqm by mechanical means conforming to clause 502 of MORT&H specifications for Road and Bridge Works (Fifth Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge	22,176	Sqm	3	₹66,528
2.03	Providing, laying and compaction of 50 mm thick (compacted) DBM (Dense Bituminous Macadam) layer over WMM Surface including preparation and correction of existing surface with pre-coated stone chips grading confirming to Table: 500-10 and aggregates satisfying the physical requirement of table 500-08 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 4.5% bitumen VG-10 (Viscosity Grade-10) by weight of total mix and 2% filler by weight of total mix and 2% filler by weight of mix complete in all respect and all as specified and directed by Engineer-in-Charge.	20,534.8	Sqm	4	₹82,139.2
2.04	Providing and Mixing of stone aggregate in Hot Mix Plant, laying mix BC by paver and compaction BC 30 mm thick (compacted) layer Pre-coated aggregate physical requirement/grading/mix composition confirming to Table: 500-16 and aggregates satisfying the physical requirement of table 500-17 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 5.4% bitumen (bitumen of appropriate grade as per particular specifications Para 8.2.1) requirement as per Clause 507 of MoRT&H Specifications for Road and Bridge Works (5th Revision) for resurfacing work. Shredded plastic waste @ 8% of Bitumen by weight to be used in Bituminous Concrete Mix without reducing Bitumen Contents as per IRC:SP:98-2013 or latest revised publication.	20,625	Sqm	5	₹1,03,125

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Part-I

1.01

Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr.

23,819.4

Sqm

1.02

Providing, laying & compaction of GSB 150 mm (compacted) thickness conforming to Clause 401 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) as specified in particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge

23,819.4

Sqm

1.03

Providing, laying & compaction of WBM 75 mm (compacted) thickness conforming to Clause 404 of MORT&H Specifications for Road and Bridge Works(Fifth Revision) as specified in particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge.

44,353.98

Sqm

₹44,353.98

1.04

Providing, laying & compaction of GSB 350 mm compacted thickness in Hard Shoulder conforming to Clause 401 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) as specified in particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge

4,785.85

Cum

₹4,785.85

2Part-II

2.01

Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of VG 10 grade @ 0.25 Kg/Sqm conforming to IS:73. on existing bituminous surface after cleaning all complete as per Clause 503 of MoRT&H Specifications for Road and Bridge Works (5th Revision)

41,159.8

Sqm

₹82,319.6

2.02

Application of Prime Coat @ 0.75 Kg/Sqm by mechanical means conforming to clause 502 of MORT&H specifications for Road and Bridge Works (Fifth Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge

22,176

Sqm

₹66,528

2.03

Providing, laying and compaction of 50 mm thick (compacted) DBM (Dense Bituminous Macadam) layer over WMM Surface including preparation and correction of existing surface with pre-coated stone chips grading confirming to Table: 500-10 and aggregates satisfying the physical requirement of table 500-08 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 4.5% bitumen VG-10 (Viscosity Grade-10) by weight of total mix and 2% filler by weight of total mix and 2% filler by weight of mix complete in all respect and all as specified and directed by Engineer-in-Charge.

20,534.8

Sqm

₹82,139.2

2.04

Providing and Mixing of stone aggregate in Hot Mix Plant, laying mix BC by paver and compaction BC 30 mm thick (compacted) layer Pre-coated aggregate physical requirement/grading/mix composition confirming to Table: 500-16 and aggregates satisfying the physical requirement of table 500-17 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 5.4% bitumen (bitumen of appropriate grade as per particular specifications Para 8.2.1) requirement as per Clause 507 of MoRT&H Specifications for Road and Bridge Works (5th Revision) for resurfacing work. Shredded plastic waste @ 8% of Bitumen by weight to be used in Bituminous Concrete Mix without reducing Bitumen Contents as per IRC:SP:98-2013 or latest revised publication.

20,625

Sqm

₹1,03,125