Haryana

AOC

Works

Civil Works

JOBNO.HSVP/AMB/2026-27/E-219

Haryana Board Corporation

Ambala Sadar | Ambala, Haryana

Amount: ₹37.4 LCloses: 18 Jun 2026Closed

Timeline

Published10 Jun 2026
Closed18 Jun 2026
Technical Evaluation25 Jun 2026
Financial Evaluation25 Jun 2026
Awarded19 Aug 2026

Bids

Percentage

3 Bids19 Aug 2026

#	Company	Amount	Rank	Status
1	YASHVIR KUMAR L1₹37.4 LAccepted-AOC	₹37.4 L Quoted ₹27.4 L	L1	Accepted-AOC Awarded
2	Abhishek Contractor L2₹29.5 L+₹2.1 L (7.57%)Rejected-AOC OPP GOVT PRIMARY SCHOOL VILL MAHUA KHERI P O SHAHPUR NURHAD AMBALA 134203 \| AMBALA \| AMBALA \| HARYANA \| 134203	₹29.5 L+₹2.1 L (7.57%)	L2	Rejected-AOC 2nd
3	PARAM CONSTRUCTIONS L3₹32.0 L+₹4.6 L (16.8%)Rejected-AOC 139 GOBIND NAGAR AMBALA CANTT	₹32.0 L+₹4.6 L (16.8%)	L3	Rejected-AOC 3rd

Tender Value

₹37.4 L

EMD Value

₹74,800

Closing Date

18 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Kailash Chander Kala ravi kumar and Vivek Sharma

Address

DIV Ambala

Work Description

Providing sewerage line for connecting main line in Sector 32 Urban Estate Ambala Cantt

Tender Information

Tender ID

2026_HBC_528096_1

Reference Number

20260700BB05 A5DD 4C61 BD3C A36198F51A9C239HSV

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

120 days

Location

Ambala Sadar

Source Website

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Eligibility / Pre-Qualification

Providing laying of HDPE SN8 400 mm id pipe line and construction of manholes complete in all respect and all other works contingent thereto Including one year defect liability period Mtc free of cost

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredScanned copy of Bid Document Cost / EMD and scanned copies of the prequalification documents, techni (.pdf)

Finance

RequiredThis cover contains contract schedule of rates (BOQ) to be submitted online by the bidder (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

EMD Fee Amount

₹74,800

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Aug 2026

Published

10 Jun 2026

Bid Opening

19 Jun 2026

Download Starts

10 Jun 2026

Download Ends

18 Jun 2026

Submission Starts

10 Jun 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 (32 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]	1	Sqm	216	₹215.78
2	[11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate]	0.2	Sqm	139	₹27.66
3	[11.52]Cement rendering on plaster 1 mm thick [Through Rate]	0.2	Sqm	28	₹5.57
4	[13.32]Providing and fixing bolts including nuts and washers complete. [Through Rate]	-	Kg.	80	-
5	[20.10.3]Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works 3. 150 mm i/d [Through Rate]	-	Each	5,818	-
6	[20.11.3]Providing and fixing cast iron double flanged swing check type reflux (non return) valves PN-1.6 marked with IS:5312 including nuts and bolts marked with IS:1363, rubber sheet marked with IS:638 etc., carriage loading, unloading, stacking, handling, re-handling etc. Complete in all respect to the satisfaction of Engineer-in-charge 3. 150 mm i/d [Through Rate]	-	Each	5,746	-
7	[21.105.44]Supplying, erection, testing and commissioning of submersible motor pumping set non clog for sewerage having head 12.00 m as per the indicated requirements of discharge in LPM and power capacity in BHP as per IS marked including all accessories (like SS Pipes, SS Chain (Shackle Chain) ,SS Foundation Bolt, complete base frame, Monorail, Chain Guide Line, Auto Compiling, Duct Foot Bend (D/F Bend) etc. complete in all respect 44. Discharge Capacity (LPM) - 3500 Power Capacity (BHP) - 17.5 [Through Rate]	-	Each	1,91,087	-
8	[21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge [Through Rate]	-	Each	298	-
9	[21.57.1.10]Providing masonry plugs to ends of sewers of all types with 11.43 cm thick brick wall in cement sand mortar 1:7 with 12 mm thick cement plaster 1:6 (as required by the engineer-in-charge). 1.10. For Circular sewers having internal diameter - 400 mm [Through Rate]	-	Each	64	-
10	[21.93.2]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. 2. Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening [Through Rate]	-	Each	1,058	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.05 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

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 • 0.89 MB

Work Item Documents

BOQ_607093.xls

BOQ • 0.30 MB

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Company

YASHVIR KUMAR

L1₹37.4 LAccepted-AOC

Abhishek Contractor

L2₹29.5 L+₹2.1 L (7.57%)Rejected-AOC

OPP GOVT PRIMARY SCHOOL VILL MAHUA KHERI P O SHAHPUR NURHAD AMBALA 134203 | AMBALA | AMBALA | HARYANA | 134203

PARAM CONSTRUCTIONS

L3₹32.0 L+₹4.6 L (16.8%)Rejected-AOC

139 GOBIND NAGAR AMBALA CANTT

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

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

Sqm

216

₹215.78

[11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate]

0.2

Sqm

139

₹27.66

[11.52]Cement rendering on plaster 1 mm thick [Through Rate]

0.2

Sqm

₹5.57

[13.32]Providing and fixing bolts including nuts and washers complete. [Through Rate]

Kg.

[20.10.3]Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works 3. 150 mm i/d [Through Rate]

Each

5,818

[20.11.3]Providing and fixing cast iron double flanged swing check type reflux (non return) valves PN-1.6 marked with IS:5312 including nuts and bolts marked with IS:1363, rubber sheet marked with IS:638 etc., carriage loading, unloading, stacking, handling, re-handling etc. Complete in all respect to the satisfaction of Engineer-in-charge 3. 150 mm i/d [Through Rate]

Each

5,746

[21.105.44]Supplying, erection, testing and commissioning of submersible motor pumping set non clog for sewerage having head 12.00 m as per the indicated requirements of discharge in LPM and power capacity in BHP as per IS marked including all accessories (like SS Pipes, SS Chain (Shackle Chain) ,SS Foundation Bolt, complete base frame, Monorail, Chain Guide Line, Auto Compiling, Duct Foot Bend (D/F Bend) etc. complete in all respect 44. Discharge Capacity (LPM) - 3500 Power Capacity (BHP) - 17.5 [Through Rate]

Each

1,91,087

[21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge [Through Rate]

Each

298

[21.57.1.10]Providing masonry plugs to ends of sewers of all types with 11.43 cm thick brick wall in cement sand mortar 1:7 with 12 mm thick cement plaster 1:6 (as required by the engineer-in-charge). 1.10. For Circular sewers having internal diameter - 400 mm [Through Rate]

Each

[21.93.2]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. 2. Type:- Extra Heavy Duty Set (EHD-20) 560MM Clear Opening [Through Rate]

Each

1,058