Haryana

AOC

Works

Civil Works

construction of CC Street surya enclave gali no 1, H/o Naresh to ashok kumar T point and kalu ram master to prak dc colny in Ward No. 14, MC FatehabadFatehabad.

Haryana Government

Fatehabad, Haryana

Amount: ₹19.0 LCloses: 7 Apr 2026Closed

Timeline

Published28 Mar 2026
Closed7 Apr 2026
Technical Evaluation22 Apr 2026
Awarded16 May 2026

Bids

Percentage

3 Bids16 May 2026

#	Company	Amount	Rank	Status
1	THE DHANI DULAT BALA JI COOP L/C SOC. LTD. L1₹15.6 LAccepted-AOC VILLAGE DHANI DULAT DISTT FATEHABAD VILLAGE TIBBI DHANI DULAT DISTT FATEHABAD 125106 \| FATEHABAD \| FATEHABAD \| HARYANA \| 125106	₹15.6 L	L1	Accepted-AOC L1
2	The Waheguru Cooperative Labour & Construction Society Ltd. Fatehabad L2₹16.0 L+₹40,938.18 (2.62%)Rejected-Finance KHEWAT NO 1011 PLOT NO 1010 MATURAM COLONY 125050 \| FATEHABAD \| FATEHABAD \| HARYANA \| 125050	₹16.0 L+₹40,938.18 (2.62%)	L2	Rejected-Finance L2
3	THE BYANA KHERA LAXMI COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LTD. L3₹16.1 L+₹51,410.74 (3.29%)Rejected-Finance BIYANA KHERA VPO BIYANA KHERA HISSAR 125121 \| HISAR \| HARYANA \| 125121	₹16.1 L+₹51,410.74 (3.29%)	L3	Rejected-Finance L3

Tender Value

₹19.0 L

EMD Value

₹38,100

Closing Date

7 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

RAKESH

Address

Municipal Council Fatehabad

Work Description

construction of CC Street surya enclave gali no 1, H/o Naresh to ashok kumar T point and kalu ram master to prak dc colny in Ward No. 14, MC FatehabadFatehabad.

Tender Information

Tender ID

2026_HRY_511603_1

Reference Number

20262A947FAF 2858 496E 9726 A61FD5E00156272ULB

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

150 days

Location

Fatehabad

Source Website

Subscribe to view

Eligibility / Pre-Qualification

1st time tender

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredDNIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,000

EMD Fee Amount

₹38,100

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

16 May 2026

Published

28 Mar 2026

Bid Opening

8 Apr 2026

Download Starts

28 Mar 2026

Download Ends

7 Apr 2026

Submission Starts

28 Mar 2026

Clarification Period

28 Mar 2026 - 30 Mar 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 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1[10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [Through Rate]
2[17.5.2]Compacting Original Ground 2. Compacting original ground below embankment Loosening, levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORTH specifications [Through Rate]
3[17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate]
4[2.B0241] B0241. 100 mm dia PVC pipe [Rate]
5[21.87.1.1]Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge 1.1. Single road gully chamber - Size: 610mm x 457mm x 800mm [Through Rate]
6	[21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate]	1	Each	-	-
7	[5.3.1.2]Dismantling Stone Pitching 1.2. Dry Conditions Stone pitching laid dry, but grouted with natural silt and clay [Through Rate]	1	cum	-	-
8	[6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]	1	cum	-	-
9	[6.1.7]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) [Through Rate]	1	cum	-	-
10[7.20.2]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement Mortar 1:6 (1 cement : 6 coarse sand). [Through Rate]

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.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 • 0.71 MB

Work Item Documents

BOQ_590402.xls

BOQ • 0.24 MB

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Company

THE DHANI DULAT BALA JI COOP L/C SOC. LTD.

L1₹15.6 LAccepted-AOC

VILLAGE DHANI DULAT DISTT FATEHABAD VILLAGE TIBBI DHANI DULAT DISTT FATEHABAD 125106 | FATEHABAD | FATEHABAD | HARYANA | 125106

The Waheguru Cooperative Labour & Construction Society Ltd. Fatehabad

L2₹16.0 L+₹40,938.18 (2.62%)Rejected-Finance

KHEWAT NO 1011 PLOT NO 1010 MATURAM COLONY 125050 | FATEHABAD | FATEHABAD | HARYANA | 125050

THE BYANA KHERA LAXMI COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LTD.

L3₹16.1 L+₹51,410.74 (3.29%)Rejected-Finance

BIYANA KHERA VPO BIYANA KHERA HISSAR 125121 | HISAR | HARYANA | 125121

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1[10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [Through Rate]
2[17.5.2]Compacting Original Ground 2. Compacting original ground below embankment Loosening, levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORTH specifications [Through Rate]
3[17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate]
4[2.B0241] B0241. 100 mm dia PVC pipe [Rate]
5[21.87.1.1]Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge 1.1. Single road gully chamber - Size: 610mm x 457mm x 800mm [Through Rate]
6	[21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate]	1	Each	-	-
7	[5.3.1.2]Dismantling Stone Pitching 1.2. Dry Conditions Stone pitching laid dry, but grouted with natural silt and clay [Through Rate]	1	cum	-	-
8	[6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]	1	cum	-	-
9	[6.1.7]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) [Through Rate]	1	cum	-	-
10[7.20.2]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement Mortar 1:6 (1 cement : 6 coarse sand). [Through Rate]

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1[10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [Through Rate]

2[17.5.2]Compacting Original Ground 2. Compacting original ground below embankment Loosening, levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORTH specifications [Through Rate]

3[17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate]

4[2.B0241] B0241. 100 mm dia PVC pipe [Rate]

5[21.87.1.1]Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge 1.1. Single road gully chamber - Size: 610mm x 457mm x 800mm [Through Rate]

[21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate]

Each

[5.3.1.2]Dismantling Stone Pitching 1.2. Dry Conditions Stone pitching laid dry, but grouted with natural silt and clay [Through Rate]

cum

[6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]

cum

[6.1.7]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) [Through Rate]

cum

10[7.20.2]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement Mortar 1:6 (1 cement : 6 coarse sand). [Through Rate]