Haryana

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Civil Works

ANNUAL MTC. OF INTERNAL SEW...

Haryana Board Corporation

Bhiwani, Haryana

Amount: ₹4.9 LCloses: 26 Sept 20264d left

Timeline

Published21 Sept 2026
Closes26 Sept 2026
Bid Opening28 Sept 2026

Tender Value

₹4.9 L

EMD Value

₹10,000

Closing Date

26 Sept 2026, 5:00 pm4d left

Tender Inviting Organisation

Name

BHUPENDER SINGH

Address

DIV 1 Hissar

Work Description

ANNUAL MTC. ESTIMATE OF INTERNAL SEWERAGE SCHEME FOR SECTOR-13, 23, 21, 26, CITY CENTRE, MT, SPMT, LPMT, OBS, TOWN CENTRE AND PANCHAYAT POCKET, BHIWANI (2026-27)

Tender Information

Tender ID

2026_HBC_549287_1

Reference Number

2026FD14C6AB E175 4BCB B737 751EC276207B259HSV

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

120 days

Location

Bhiwani

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Construction of brick drain connecting with existing drain and RCC slab of existing drain in Sector-26, Bhiwani and all other works contingent thereto

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

Requireddnit (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Sept 2026

Published

21 Sept 2026

Bid Opening

28 Sept 2026

Download Starts

21 Sept 2026

Download Ends

26 Sept 2026

Submission Starts

21 Sept 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
1	[10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth.	6.6	cum	1,863	₹12,295.8
2	[11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand)	54	Sqm	139	₹7,506
3	[4.12.1]Earth work in excavation by mechanical 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 Engineer-in-charge. 1. All kinds of soil	66	cum	78	₹5,148
4	[6.24.1]Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 1. All works up to plinth level	33.12	cum	4,467	₹1,47,947.04
5	[6.30.2]Centering and shuttering including strutting, propping etc. and removal of form for 2. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.	78	Sqm	282	₹21,996
6	[6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform	102	Sqm	208	₹21,216
7	[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	3,278.78	Kg.	66	₹2,16,399.48
8	[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)	13.66	cum	4,128	₹56,388.48

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 • 0.95 MB

Work Item Documents

BOQ_629010.xls

BOQ • 0.32 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

[10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth.

6.6

cum

1,863

₹12,295.8

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

Sqm

139

₹7,506

[4.12.1]Earth work in excavation by mechanical 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 Engineer-in-charge. 1. All kinds of soil

cum

₹5,148

[6.24.1]Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 1. All works up to plinth level

33.12

cum

4,467

₹1,47,947.04

[6.30.2]Centering and shuttering including strutting, propping etc. and removal of form for 2. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Sqm

282

₹21,996

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

102

Sqm

208

₹21,216

[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

3,278.78

Kg.

₹2,16,399.48

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

13.66

cum

4,128

₹56,388.48