CPPP

Technical Eval

Works

Civil Works - Roads

STMC for C-L Pkg-II

National Highways and Infrastructure Development Corporation

NHIDCL RO-KOHIMA | Kohima, Nagaland

Amount: ₹1.7 CrCloses: 25 May 2026Closed

Timeline

Published27 Apr 2026
Closed25 May 2026
Technical Evaluation15 Jun 2026
Award—

Bids

5 Bids15 Jun 2026

#	Company	Status
1	AK Ghosh and Sons Infrastructure Pvt Ltd Accepted-Technical 11 OLD POST OFFICE STREET IST FLOOR LEFT SIDE KOLKATA 700001 STATE WEST BENGAL \| KOLKATA \| WEST BENGAL \| 700001	Accepted-Technical Technically qualified
2	M/S MURU INFRA DEVELOPERS Accepted-Technical	Accepted-Technical Technically qualified
3	M/s Z. RULHO Accepted-Technical	Accepted-Technical Technically qualified
4	M/s. Sanjib Roy Accepted-Technical	Accepted-Technical Technically qualified
5	A Phongshi Phom Not Admitted-Fee/PreQual/Technical	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification

Tender Value

₹1.7 Cr

EMD Value

₹3.4 L

Closing Date

25 May 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

ED(P), NHIDCL RO-Kohima

Address

NHIDCL RO-KOHIMA

Work Description

STMC for Maintenance and Repair of 2 Lane with hard shoulder of Changtongya Longleng Road from Km 18.779 to Km 31.779 Pkg-2 of NH 702 in the state of Nagaland for FY 2026-27 Percentage Rate and work Order Basis.

Tender Information

Tender ID

2026_NHIDC_906647_1

Reference Number

NHIDCL/RO-Koh/STMC/CL-PKG-II

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

270 days

Location

NHIDCL RO-KOHIMA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

RequiredRFP (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹11,800

Tender Fee Payable To

NHIDCL RO KOHIMA ESTABLISHMENT ACCOUNT

EMD Fee Amount

₹3.4 L

Pre-Bid Meeting

Meeting Place

NHIDCL RO-KOHIMA

Important Dates

Last Activity

15 Jun 2026

Published

27 Apr 2026

Bid Opening

26 May 2026

Download Starts

27 Apr 2026

Download Ends

25 May 2026

Submission Starts

27 Apr 2026

Clarification Period

27 Apr 2026 - 4 May 2026

Pre-Bid Meeting

5 May 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (16 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road work Items
1.01	Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) In area of light jungle (hill terrian) medium size	-	Hect	1,43,783.76	-
1.02	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) Dismantling of flexible pavement Bituminous work	-	Cum	1,386.11	-
1.03	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) Dismantling Granular courses	-	Cum	926.63	-
1.04	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications A PCC Grade M15	-	Cum	11,403.77	-
1.05	Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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.) Layer using grader	-	Cum	4,873.26	-
1.06	Prime coat (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sum using mechanical means.)	-	Sqm	50.94	-
1.07	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sum on the prepared bituminous surface cleaned with mechanical broom.	-	Sqm	16.44	-
1.08	Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder@ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects..) Dense Graded Bituminous Macadam Grading - II	-	Cum	13,505.1	-
1.09	Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Bituminous Concrete Grading -II	-	Cum	15,450.02	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.51 MB

Work Item Documents

NIT.pdf

Tender Documents • 0.50 MB

RFP.pdf

Tender Documents • 1.74 MB

BOQ_952966.xls

BOQ • 0.25 MB

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Company

AK Ghosh and Sons Infrastructure Pvt Ltd

Accepted-Technical

11 OLD POST OFFICE STREET IST FLOOR LEFT SIDE KOLKATA 700001 STATE WEST BENGAL | KOLKATA | WEST BENGAL | 700001

M/S MURU INFRA DEVELOPERS

Accepted-Technical

M/s Z. RULHO

Accepted-Technical

M/s. Sanjib Roy

Accepted-Technical

A Phongshi Phom

Not Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road work Items
1.01	Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) In area of light jungle (hill terrian) medium size	-	Hect	1,43,783.76	-
1.02	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) Dismantling of flexible pavement Bituminous work	-	Cum	1,386.11	-
1.03	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) Dismantling Granular courses	-	Cum	926.63	-
1.04	Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications A PCC Grade M15	-	Cum	11,403.77	-
1.05	Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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.) Layer using grader	-	Cum	4,873.26	-
1.06	Prime coat (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sum using mechanical means.)	-	Sqm	50.94	-
1.07	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sum on the prepared bituminous surface cleaned with mechanical broom.	-	Sqm	16.44	-
1.08	Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder@ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects..) Dense Graded Bituminous Macadam Grading - II	-	Cum	13,505.1	-
1.09	Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Bituminous Concrete Grading -II	-	Cum	15,450.02	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road work Items

1.01

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) In area of light jungle (hill terrian) medium size

Hect

1,43,783.76

1.02

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) Dismantling of flexible pavement Bituminous work

Cum

1,386.11

1.03

Cum

926.63

1.04

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications A PCC Grade M15

Cum

11,403.77

1.05

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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.) Layer using grader

Cum

4,873.26

1.06

Prime coat (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sum using mechanical means.)

Sqm

50.94

1.07

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sum on the prepared bituminous surface cleaned with mechanical broom.

Sqm

16.44

1.08

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder@ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects..) Dense Graded Bituminous Macadam Grading - II

Cum

13,505.1

1.09

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Bituminous Concrete Grading -II

Cum

15,450.02