Haryana

AOC

Works

Civil Works

Estimate for connected 300 mm dia C.I pipeline for village Pond Mamaria Assampur from Nagla Disty. at RD K.M 8.500/L.

Haryana Government

MAMRIA ASAMPUR | Rewari, Haryana

Amount: ₹10.9 LCloses: 27 Mar 2026Closed

Timeline

Published16 Mar 2026
Closed27 Mar 2026
Technical Evaluation8 Apr 2026
Awarded8 Jul 2026

Bids

Percentage

3 Bids8 Jul 2026

#	Company	Amount	Rank	Status
1	SHIVAY BUILDCON 1₹9.6 LAccepted-AOC	₹9.6 L	1	Accepted-AOC L1
2	M. KUMAR CONSTRUCTION COMPANY 2₹10.5 L+₹96,480 (10.1%)Rejected-AOC GALI NO 4 PREM NAGAR DELHI ROAD CHARKHI DADRI	₹10.5 L+₹96,480 (10.1%)	2	Rejected-AOC L2
3	THE JAI BABA BHAIYA COOPERATIVE LABOUR & CONSTRUCTION SOCIETY LTD BAHALA 3₹11.6 L+₹2.1 L (21.6%)Rejected-AOC	₹11.6 L+₹2.1 L (21.6%)	3	Rejected-AOC L3

Tender Value

₹10.9 L

EMD Value

₹21,754

Closing Date

27 Mar 2026, 11:00 amClosed

Tender Inviting Organisation

Name

DEEPAK KUMAR

Address

W.S. Divn. No.1 Rewari.

Work Description

Estimate for connected 300 mm dia C.I pipeline for village Pond Mamaria Assampur from Nagla Disty. at RD K.M 8.500/L.

Tender Information

Tender ID

2026_HRY_508578_1

Reference Number

2026D1946CC2 5927 42D8 8785 9D54B27526FF136IRR

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

90 days

Location

MAMRIA ASAMPUR

Source Website

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Eligibility / Pre-Qualification

Estimate for connected 300 mm dia C.I pipeline for village Pond Mamaria Assampur from Nagla Disty. at RD K.M 8.500/L

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

Requiredscanned documents (.pdf)

Requiredsigned bidbook (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,000

EMD Fee Amount

₹21,754

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

8 Jul 2026

Published

16 Mar 2026

Bid Opening

27 Mar 2026

Download Starts

16 Mar 2026

Download Ends

27 Mar 2026

Submission Starts

16 Mar 2026

Clarification Period

16 Mar 2026 - 18 Mar 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Civil Works
1.01	HSR Item 4.12.1-Earth work in excavation by echanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineerin-charge. 1. All kinds of soil	-	Cum	78	-
1.02	HSR Item 6.29.2-Centering and shuttering including strutting, propping etc. and removal of form work for : 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc	-	Sqm	282	-
1.03	HSR Item 6.1.6-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: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)	1	Cum	2,442	₹2,439.56
1.04	HSR Item 6.33.6-Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more	1	KG	66	₹65.93
1.05	HSR Item 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)	-	Cum	3,975	-
1.06	HSR Item 4.16.1.3-Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.3. All kind of soil Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia	-	Mtr.	131	-
1.07	HSR Item 22.162.1.1-Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 1.1. 100 mm diameter Class I	-	Each	5,044	-
1.08	HSR Item 22.159.5-Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) : 5. 300 mm dia C.I. Double Flanged Pipe	-	Mtr.	4,736	-

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 • 0.69 MB

Work Item Documents

BOQ_587350.xls

BOQ • 0.29 MB

AD0151367.pdf

Additional Documents • 2.03 MB

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Company

SHIVAY BUILDCON

1₹9.6 LAccepted-AOC

M. KUMAR CONSTRUCTION COMPANY

2₹10.5 L+₹96,480 (10.1%)Rejected-AOC

GALI NO 4 PREM NAGAR DELHI ROAD CHARKHI DADRI

THE JAI BABA BHAIYA COOPERATIVE LABOUR & CONSTRUCTION SOCIETY LTD BAHALA

3₹11.6 L+₹2.1 L (21.6%)Rejected-AOC

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Civil Works
1.01	HSR Item 4.12.1-Earth work in excavation by echanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineerin-charge. 1. All kinds of soil	-	Cum	78	-
1.02	HSR Item 6.29.2-Centering and shuttering including strutting, propping etc. and removal of form work for : 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc	-	Sqm	282	-
1.03	HSR Item 6.1.6-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: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)	1	Cum	2,442	₹2,439.56
1.04	HSR Item 6.33.6-Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more	1	KG	66	₹65.93
1.05	HSR Item 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)	-	Cum	3,975	-
1.06	HSR Item 4.16.1.3-Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.3. All kind of soil Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia	-	Mtr.	131	-
1.07	HSR Item 22.162.1.1-Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 1.1. 100 mm diameter Class I	-	Each	5,044	-
1.08	HSR Item 22.159.5-Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) : 5. 300 mm dia C.I. Double Flanged Pipe	-	Mtr.	4,736	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Civil Works

1.01

HSR Item 4.12.1-Earth work in excavation by echanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineerin-charge. 1. All kinds of soil

Cum

1.02

HSR Item 6.29.2-Centering and shuttering including strutting, propping etc. and removal of form work for : 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc

Sqm

282

1.03

HSR Item 6.1.6-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: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Cum

2,442

₹2,439.56

1.04

HSR Item 6.33.6-Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more

₹65.93

1.05

HSR Item 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)

Cum

3,975

1.06

HSR Item 4.16.1.3-Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.3. All kind of soil Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia

Mtr.

131

1.07

HSR Item 22.162.1.1-Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 1.1. 100 mm diameter Class I

Each

5,044

1.08

HSR Item 22.159.5-Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) : 5. 300 mm dia C.I. Double Flanged Pipe

Mtr.

4,736