Tender ID

To Be Opened

Works

Civil Works - Others

Sabhapati nidhi Construction of New Community Hall Work At Ranipura offo ki bagiya. Ward 57. Zone 13 File No. 30/26X3/3.

Directorate Urban Administration and Development

JANKARYA DEPARTMAENT | Gwalior, Madhya Pradesh

Amount: ₹12.7 LCloses: 27 Apr 2026Closed

Timeline

Published26 Mar 2026
Submission Opens17 Apr 2026
Closed27 Apr 2026
Bid Opening29 Apr 2026

Tender Value

₹12.7 L

EMD Value

₹9,529

Closing Date

27 Apr 2026, 5:30 pmClosed

Tender Inviting Organisation

Name

SURESH KUMAR AHIRWAR

Address

GWALIOR MUNICIPAL CORPORATION

Work Description

Sabhapati nidhi Construction of New Community Hall Work At Ranipura offo ki bagiya. Ward 57. Zone 13 File No. 30/26X3/3.

Tender Information

Tender ID

2026_UAD_494789_1

Reference Number

MPGMC/30/26x3/3/jan/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

90 days

Location

JANKARYA DEPARTMAENT

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

Finance

RequiredFinance (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

EMD Fee Amount

₹9,529

Important Dates

Last Activity

26 Mar 2026

Published

26 Mar 2026

Bid Opening

29 Apr 2026

Download Starts

27 Mar 2026

Download Ends

27 Apr 2026

Submission Starts

17 Apr 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
1Earth 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 for all lift, as directed by Engineer- incharge. All kinds of soil
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources)
3	Transportation by Mechanical means including loading, unloading and stacking Earth	-	cum	1	-
4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo- Mechanically Treated bars of grade Fe 500D or more.
5Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
6	Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers	1	Sqm	-	-
7Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
8Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 (1cement:1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
9Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of cantering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
10Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, hajjes, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.29 MB

Work Item Documents

TenderDocument.pdf

Tender Documents • 3.81 MB

Drowing.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth 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 for all lift, as directed by Engineer- incharge. All kinds of soil
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources)
3	Transportation by Mechanical means including loading, unloading and stacking Earth	-	cum	1	-
4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo- Mechanically Treated bars of grade Fe 500D or more.
5Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
6	Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers	1	Sqm	-	-
7Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
8Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 (1cement:1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
9Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of cantering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
10Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, hajjes, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth 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 for all lift, as directed by Engineer- incharge. All kinds of soil

2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Transportation by Mechanical means including loading, unloading and stacking Earth

cum

4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo- Mechanically Treated bars of grade Fe 500D or more.

5Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

Sqm

7Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform

8Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 (1cement:1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

9Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of cantering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

10Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, hajjes, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources 3 graded stone aggregate 20 mm nominal size derived from natural sources).