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GRAM PANCHAYAT MUSTAFABAD URF BADAGAW ME DR BR AMBEDKAR PARK KA SUNDARIKARAN KARY

JAKHANIA GHAZIPUR | Ghazipur, Uttar Pradesh

Amount: ₹10 LCloses: 27 Oct 20266d left

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Timeline

Published12 Oct 2026
Closes27 Oct 2026
Bid Opening27 Oct 2026

Tender Value

₹10 L

EMD Value

₹20,000

Closing Date

27 Oct 2026, 12:00 pm6d left

Tender Inviting Organisation

Name

B.D.O. JAKHANIA GHAZIPUR

Address

OFFICE B.D.O. JAKHANIA GHAZIPUR

Work Description

GRAM PANCHAYAT MUSTAFABAD URF BADAGAW ME DR BR AMBEDKAR PARK KA SUNDARIKARAN KARY

Tender Information

Tender ID

2026_RDUP_1195569_1

Reference Number

1133 date 08-10-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

90 days

Location

JAKHANIA GHAZIPUR

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

Requiredfee and document (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹677

Tender Fee Payable To

B.D.O. JAKHANIA GHAZIPUR

EMD Fee Amount

₹20,000

Important Dates

Last Activity

12 Oct 2026

Published

12 Oct 2026

Bid Opening

27 Oct 2026

Download Starts

12 Oct 2026

Download Ends

27 Oct 2026

Submission Starts

12 Oct 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 (20 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavaton in foundation in ordrnary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the pinth and removal and disposal of surplus earth ad directed by the engineer in charge up to a distance of 30m. from the foundation trenches incuding all T&P phowarah and basket etc complete S.I.No 251	6.6	m³	130	₹858
2	Concrete with 4cm. gauge brick ballast, sand ol 1 .25 F.M. and cement in propoation of 8:4:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work. S.I no 275	37.3	m³	4,400	₹1,64,120
3	R.C.C.work in 1:2:4 cement, C-sand and 20mm dalla grit in footing as per SI no.283	2.93	m³	8,050	₹23,586.5
4	R.C.C.work in 1:2:4 cement, C-sand and 20mm dalla grit in RCC columns as per SI no.283	0.89	m³	8,050	₹7,164.5
5	M-150 brick work in 1:6 cement and course sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and tools and plants. Etc. required for proper completion of work. S.I.No. 303	5.18	m³	5,250	₹27,195
6	R.C.C.work in 1:2:4 cement, C-sand and 20mm dalla grit in plinth band as per si no 283	0.59	m³	8,050	₹4,749.5
7	E/W in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not exceeding 1/2 meter (20") in depth and earth work in embankment to be in 20 cm.(8") layers, including ramming and dressing the surface the required levels and slopes and also including 1.5m. (5 ft.) lift and 30 m.(100') lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. (100') distance as directed by the E/I as per S.I.No.253.	9.38	m³	115	₹1,078.7
8	M-150 brick work in 1:6 cement and course sand of 1.25 fineness modulous mortar in super structure including supply of all material, labour and tools and plants. Etc. required for proper completion of work. S.I.No. 303+309+310	3.04	m³	5,860	₹17,814.4
9	M-150 B/W with (1:4) cament and F-sand mortor in Super Structure S.I. no 303+309+310+310a	1.45	m³	6,000	₹8,700
10	R C.C work with cement approved coarse sand and 2cm Gauge approved stone ballast in the proportion of 1:1.5:3 for RCC T beam and slab excluding its fixing and binding the same with 24B.W.G.G.I binding wire and including necessary centering and shuttering etc and also including S/o all materials required for proper completion of the work. Binding wire to be supplied by the contractor free of cost. S.I.No.288b	2.19	m³	10,100	₹22,119

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.13 MB

Work Item Documents

BOQ_2257963.xls

BOQ • 0.32 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavaton in foundation in ordrnary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the pinth and removal and disposal of surplus earth ad directed by the engineer in charge up to a distance of 30m. from the foundation trenches incuding all T&P phowarah and basket etc complete S.I.No 251

6.6

m³

130

₹858

Concrete with 4cm. gauge brick ballast, sand ol 1 .25 F.M. and cement in propoation of 8:4:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work. S.I no 275

37.3

m³

4,400

₹1,64,120

R.C.C.work in 1:2:4 cement, C-sand and 20mm dalla grit in footing as per SI no.283

2.93

m³

8,050

₹23,586.5

R.C.C.work in 1:2:4 cement, C-sand and 20mm dalla grit in RCC columns as per SI no.283

0.89

m³

8,050

₹7,164.5

M-150 brick work in 1:6 cement and course sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and tools and plants. Etc. required for proper completion of work. S.I.No. 303

5.18

m³

5,250

₹27,195

R.C.C.work in 1:2:4 cement, C-sand and 20mm dalla grit in plinth band as per si no 283

0.59

m³

8,050

₹4,749.5

E/W in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not exceeding 1/2 meter (20") in depth and earth work in embankment to be in 20 cm.(8") layers, including ramming and dressing the surface the required levels and slopes and also including 1.5m. (5 ft.) lift and 30 m.(100') lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. (100') distance as directed by the E/I as per S.I.No.253.

9.38

m³

115

₹1,078.7

M-150 brick work in 1:6 cement and course sand of 1.25 fineness modulous mortar in super structure including supply of all material, labour and tools and plants. Etc. required for proper completion of work. S.I.No. 303+309+310

3.04

m³

5,860

₹17,814.4

M-150 B/W with (1:4) cament and F-sand mortor in Super Structure S.I. no 303+309+310+310a

1.45

m³

6,000

₹8,700

R C.C work with cement approved coarse sand and 2cm Gauge approved stone ballast in the proportion of 1:1.5:3 for RCC T beam and slab excluding its fixing and binding the same with 24B.W.G.G.I binding wire and including necessary centering and shuttering etc and also including S/o all materials required for proper completion of the work. Binding wire to be supplied by the contractor free of cost. S.I.No.288b

2.19

m³

10,100

₹22,119