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Civil Works - Roads

PROVISION OF LINK ROAD FOR GROUND DATA TERMINAL RAMP/ARTN AND EXTERNAL PILOT STAND AT CAATS, NASIK

E-IN-C BRANCH - MILITARY ENGINEER SERVICES

GE NASIK ROAD CAMP | Nashik, Maharashtra

Amount: ₹34.3 LCloses: 22 Oct 2026

Timeline

Published1 Oct 2026
Submission Opens15 Oct 2026
Closes22 Oct 2026
Bid Opening29 Oct 2026

Tender Value

₹34.3 L

EMD Value

₹69,000

Closing Date

22 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

CWE DEOLALI

Address

HQ CWE DEOLALI, ONSLOW ROAD, DEOLALI (MH) 422401

Work Description

AS PER TENDER DOCUMENTS

Tender Information

Tender ID

2026_MES_792007_1

Reference Number

83780/E8

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

GE NASIK ROAD CAMP

Source Website

Subscribe to view

Eligibility / Pre-Qualification

AS PER NIT

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

Required1. SCANNED COPY OF APPLICATION OF THE FIRM REQUESTING ISSUE OF TENDER AND DD FOR TENDER FEE (.pdf)

Required2. LIST OF RUNNING WORKS IN MES WITH AMOUNT AND THEIR PRESENT PROGRESS (.pdf)

Required3. FOR ENLISTED FIRMS - SCANNED COPY OF ENLISTMENT LETTER AND ALL OTHER ELIGIBILITY DOCS AS PER NIT (.pdf)

Required4. FOR UNENLISTED FIRMS - SCANNED COPY OF ALL ELIGIBILITY DOCUMENTS REQUIRED AS PER NIT (.pdf)

Required5. SCANNED COPY OF EPF CODE NUMBER AND EPF REGISTRATION (.pdf)

Required6. SCANNED COPY OF GST REGISTRATION (.pdf)

Finance

RequiredAS PER BOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Exemption Allowed

Yes

Tender Fee Payable To

GE NASIK ROAD CAMP

EMD Fee Amount

₹69,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Oct 2026

Published

1 Oct 2026

Bid Opening

29 Oct 2026

Download Starts

1 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

15 Oct 2026

Clarification Period

2 Oct 2026 - 8 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (26 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation over areas n.exc 1.50 m deep and getting out in soft/loose soil all as specified and as directed	696.5	Cum	-	-
2	Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for taking out pipe line etc for repairs / laying cables etc and getting out in soft / loose soil complete all as specified and as directed by the Engineer - in - Charge.	122.63	Cum	-	-
3	Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and as directed by the Engineer - in - Charge.	86.77	Cum	-	-
4	Removal of excavated material [soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed by the Engineer - in - Charge.	643.35	Cum	-	-
5	Removing excavated material exc 50 but n.exc 250 mtr and depositing where directed at a level n.exc 1.50m above the starting point (Soils) all as specified and as directed	89	Cum	-	-
6	M & L for Moorum/red bajri filing in pavings laid in layers not exc 15 cm thick, spread, levelled and rammed, rolled and consolidated to required gradient and camber incl watering with power roller complete all as specified and as directed by Engr - in - charge.	612.75	Cum	100	₹61,275
7	Rolling to formation level in cutting with power roller complete all as specified and as directed by Engr-in-charge.	84.75	X Sqm	100	₹8,475
8	M & L for 150mm thick (compacted thickness) Granular Sub Base (GSB) of grade l as per table 400-l of MORT&H, IRC specification laid with mechanical paver, rolled and compacted to required gradient and camber with 8 to 10 tones power roller and vibratory roller complete as per MORTH specification clause-401 incl all tools and plants etc complete all as specified and as directed by Engr-in-charge.	64.75	X Sqm	100	₹6,475
9	M&L for laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) in two layers of 75mm each using Sensor paver, grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and directed.	10	X Sqm	100	₹1,000
10	M & L for 225mm thick (compacted thickness) Wet Mix Mecadam (WMM) in two layers as per MORT&H specification using crusher broken graded stone aggregate laid with mechanical paver, rolled and compacted to required gradient and camber with 8 to 10 tonnes power roller and vibratory roller complete all as specified and as directed by Engr-in-charge.	54.75	X Sqm	100	₹5,475

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 • 0.25 MB

Work Item Documents

BOQ_888003.xls

BOQ • 0.24 MB

83780TENDERDOCSALL.pdf

Tender Documents • 1.52 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation over areas n.exc 1.50 m deep and getting out in soft/loose soil all as specified and as directed

696.5

Cum

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for taking out pipe line etc for repairs / laying cables etc and getting out in soft / loose soil complete all as specified and as directed by the Engineer - in - Charge.

122.63

Cum

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and as directed by the Engineer - in - Charge.

86.77

Cum

Removal of excavated material [soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed by the Engineer - in - Charge.

643.35

Cum

Removing excavated material exc 50 but n.exc 250 mtr and depositing where directed at a level n.exc 1.50m above the starting point (Soils) all as specified and as directed

Cum

M & L for Moorum/red bajri filing in pavings laid in layers not exc 15 cm thick, spread, levelled and rammed, rolled and consolidated to required gradient and camber incl watering with power roller complete all as specified and as directed by Engr - in - charge.

612.75

Cum

100

₹61,275

Rolling to formation level in cutting with power roller complete all as specified and as directed by Engr-in-charge.

84.75

X Sqm

100

₹8,475

M & L for 150mm thick (compacted thickness) Granular Sub Base (GSB) of grade l as per table 400-l of MORT&H, IRC specification laid with mechanical paver, rolled and compacted to required gradient and camber with 8 to 10 tones power roller and vibratory roller complete as per MORTH specification clause-401 incl all tools and plants etc complete all as specified and as directed by Engr-in-charge.

64.75

X Sqm

100

₹6,475

M&L for laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) in two layers of 75mm each using Sensor paver, grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and directed.

X Sqm

100

₹1,000

M & L for 225mm thick (compacted thickness) Wet Mix Mecadam (WMM) in two layers as per MORT&H specification using crusher broken graded stone aggregate laid with mechanical paver, rolled and compacted to required gradient and camber with 8 to 10 tonnes power roller and vibratory roller complete all as specified and as directed by Engr-in-charge.

54.75

X Sqm

100

₹5,475