Haryana

Active

Works

Civil Works

Estimate for construction of bridge at RD 18950 of Manas Link Drain

Haryana Government

Kaithal, Haryana

Amount: ₹4.3 LCloses: 19 Oct 2026Due tomorrow

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.

Timeline

Published12 Oct 2026
Closes19 Oct 2026
Bid Opening19 Oct 2026

Tender Value

₹4.3 L

EMD Value

₹8,617

Closing Date

19 Oct 2026, 1:00 pmDue tomorrow

Tender Inviting Organisation

Name

GURVINDER SINGH

Address

Kaithal W.S Divn. Kaithal

Work Description

Estimate for construction of bridge at RD 18950 of Manas Link Drain

Tender Information

Tender ID

2026_HRY_553756_1

Reference Number

2026893060F8 FDCA 453B BDF4 80E36575B71F113IRR

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

200 days

Location

Kaithal

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Estimate for construction of bridge at RD 18950 of Manas Link Drain

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredSigned CBD (.pdf)

RequiredEMD, Tender fee, processing fee, Affidavit, Enlistment, HEWP Regd., other relevant docs as per BID (.pdf)

Finance

RequiredBill of Quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹8,617

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Oct 2026

Published

12 Oct 2026

Bid Opening

19 Oct 2026

Download Starts

12 Oct 2026

Download Ends

19 Oct 2026

Submission Starts

12 Oct 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 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1HSR Items
1.01	[27.10.1.2]RCC Grade M25 1.2. With Batching Plant, Transit Mixer and Concrete Pump [Through Rate]	22.09	cum	4,312	₹95,252.08
1.02	[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate]	137.7	cum	83	₹11,429.1
1.03	[4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. [Through Rate]	37.33	cum	46	₹1,717.18
1.04	[6.1.4]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: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) [Through Rate]	8.57	cum	2,911	₹24,947.27
1.05	[6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate]	10.19	Sqm	155	₹1,579.45
1.06	[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate]	11.97	Sqm	208	₹2,489.76
1.07	[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 [Through Rate]	1,636	Kg.	66	₹1,07,976
1.08	[7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]	43.25	cum	4,287	₹1,85,412.75

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_633644.xls

BOQ • 0.26 MB

OT0182600.pdf

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1HSR Items
1.01	[27.10.1.2]RCC Grade M25 1.2. With Batching Plant, Transit Mixer and Concrete Pump [Through Rate]	22.09	cum	4,312	₹95,252.08
1.02	[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate]	137.7	cum	83	₹11,429.1
1.03	[4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. [Through Rate]	37.33	cum	46	₹1,717.18
1.04	[6.1.4]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: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) [Through Rate]	8.57	cum	2,911	₹24,947.27
1.05	[6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate]	10.19	Sqm	155	₹1,579.45
1.06	[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate]	11.97	Sqm	208	₹2,489.76
1.07	[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 [Through Rate]	1,636	Kg.	66	₹1,07,976
1.08	[7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]	43.25	cum	4,287	₹1,85,412.75

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1HSR Items

1.01

[27.10.1.2]RCC Grade M25 1.2. With Batching Plant, Transit Mixer and Concrete Pump [Through Rate]

22.09

cum

4,312

₹95,252.08

1.02

[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate]

137.7

cum

₹11,429.1

1.03

[4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. [Through Rate]

37.33

cum

₹1,717.18

1.04

[6.1.4]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: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) [Through Rate]

8.57

cum

2,911

₹24,947.27

1.05

[6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate]

10.19

Sqm

155

₹1,579.45

1.06

[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate]

11.97

Sqm

208

₹2,489.76

1.07

[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 [Through Rate]

1,636

Kg.

₹1,07,976

1.08

[7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]

43.25

cum

4,287

₹1,85,412.75