CPPP

Technical BO

Works

Civil Works

Construction of bituminous marching track at 104 RAF, Aligarh (UP)

DG,CRPF,MHA

104 RAF BN, RAMGHAT ROAD, ALIGARH-UP | Aligarh, Uttar Pradesh

Amount: Refer DocsCloses: 14 Sept 2026Closed

Timeline

Published8 Sept 2026
Closed14 Sept 2026
Technical Evaluation18 Sept 2026
Award—

Bids

4 Bids15 Sept 2026

#	Company	Status
1	Abhay Kumar Jain Admitted-Fee/PreQual/Technical CO ENG NEZGTY	Admitted-Fee/PreQual/Technical
2	ABHISHEK TIWARI Admitted-Fee/PreQual/Technical H NO G 3G F PLOT NO 11 MANISH AVINAB PLAZA MLU SECTOR 4 DWARKA NEW DELHI 110075 \| SOUTH WEST \| DELHI \| 110075	Admitted-Fee/PreQual/Technical
3	BRIJ MOHAN CONTRACTOR Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical
4	GOMTI ENTERPRISES Admitted-Fee/PreQual/Technical VILLAGE LAPKAN POST SHAHPUR RANIGANJ DISTT PRATAPGARH 230304 \| PRATAPGARH \| UTTAR PRADESH \| 230304	Admitted-Fee/PreQual/Technical

Tender Value

Refer Docs

EMD Value

₹3.7 L

Closing Date

14 Sept 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

DIG (Engineer) Directorate, CRPF

Address

Works Directorate, CRPF, Level-III, East Block-7, RK Puram, Sector-1, New Delhi-110066

Work Description

Construction of bituminous marching track at 104 RAF, Aligarh, UP.

Tender Information

Tender ID

2026_CRPF_925266_1

Reference Number

B.V-104RAF/26-WKS-C/CEL-NIT110

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

60 days

Location

104 RAF BN, RAMGHAT ROAD, ALIGARH-UP

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredAcceptance letter (on firm letter head) (.pdf)

RequiredEarnest Money Deposit (.pdf)

RequiredCopy of GST registration certificate and PAN Card (.pdf)

RequiredRegistration certificate of the firm/contractor (.pdf)

RequiredRegistration certificate of EPFO and ESIC (.pdf)

RequiredCheck list (Appendix-B) (.pdf)

RequiredOther relevant documents as per Tender (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹3.7 L

Important Dates

Last Activity

15 Sept 2026

Published

8 Sept 2026

Bid Opening

15 Sept 2026

Download Starts

8 Sept 2026

Download Ends

14 Sept 2026

Submission Starts

8 Sept 2026

Clarification Period

8 Sept 2026 - 10 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (21 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.	1,334.26	cum	-	-
2	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : :: 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	13.7	cum	-	-
3	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : :: One or more coats on old work	225	sqm	-	-
4	Supplying and stacking at site. :: Over burnt (Jhama) brick aggregate 90 mm to 45 mm	487.7	cum	-	-
5	Supplying and stacking at site. :: Stone screening 13.2 mm nominal size (Type A)	97.54	cum	-	-
6	Supplying and stacking at site. :: Stone screening 11.2 mm nominal size (Type B)	97.54	cum	-	-
7	Supplying and stacking at site. :: Moorum	48.77	cum	-	-
8	Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density	731.55	cum	-	-
9	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.	1,127	cum	-	-
10	Providing and applying tack coat using bitumen emulsion conforming to 1S:8887, using emulsion pressure distributer including preparing thesurface & cleaning with mechanical broom. :: With rapid setting bitumen emulsion On W.B.M/WM.M. @ 0.4kg/sqm	11,270	sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

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Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 1.44 MB

Work Item Documents

BOQ_972317.xls

BOQ • 0.25 MB

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Company

Abhay Kumar Jain

Admitted-Fee/PreQual/Technical

CO ENG NEZGTY

ABHISHEK TIWARI

Admitted-Fee/PreQual/Technical

H NO G 3G F PLOT NO 11 MANISH AVINAB PLAZA MLU SECTOR 4 DWARKA NEW DELHI 110075 | SOUTH WEST | DELHI | 110075

BRIJ MOHAN CONTRACTOR

Admitted-Fee/PreQual/Technical

GOMTI ENTERPRISES

Admitted-Fee/PreQual/Technical

VILLAGE LAPKAN POST SHAHPUR RANIGANJ DISTT PRATAPGARH 230304 | PRATAPGARH | UTTAR PRADESH | 230304

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

1,334.26

cum

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : :: 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

13.7

cum

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : :: One or more coats on old work

225

sqm

Supplying and stacking at site. :: Over burnt (Jhama) brick aggregate 90 mm to 45 mm

487.7

cum

Supplying and stacking at site. :: Stone screening 13.2 mm nominal size (Type A)

97.54

cum

Supplying and stacking at site. :: Stone screening 11.2 mm nominal size (Type B)

97.54

cum

Supplying and stacking at site. :: Moorum

48.77

cum

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density

731.55

cum

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.

1,127

cum

Providing and applying tack coat using bitumen emulsion conforming to 1S:8887, using emulsion pressure distributer including preparing thesurface & cleaning with mechanical broom. :: With rapid setting bitumen emulsion On W.B.M/WM.M. @ 0.4kg/sqm

11,270

sqm