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CONSTRUCTION WORK OF 20 BEDDED BURN UNIT BUILDING IN SHRI LAL BAHADUR SHASTRI HOSPITAL RAMNAGAR DISTRICT-VARANASI

U.P. Housing and Development Board

RAMNAGAR DISTRICT-VARANASI | Varanasi, Uttar Pradesh

Amount: Refer DocsCloses: 24 Oct 2026

Timeline

Published30 Sept 2026
Closes24 Oct 2026
Bid Opening24 Oct 2026

Tender Value

Refer Docs

EMD Value

₹3 L

Closing Date

24 Oct 2026, 12:00 pm

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

OFFICE CUM SHOPPING COMPLEX JAWAHAR NAGAR BHELUPUR VARANASI

Work Description

CONSTRUCTION WORK OF 20 BEDDED BURN UNIT BUILDING IN SHRI LAL BAHADUR SHASTRI HOSPITAL RAMNAGAR DISTRICT-VARANASI

Tender Information

Tender ID

2026_UPHDB_1190858_1

Reference Number

2141/M-11/610 DT. 26.09.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Fixed-rate

Period of Work

365 days

Location

RAMNAGAR DISTRICT-VARANASI

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredTECHNICAL BID (.pdf)

Finance

RequiredFINANCIAL BID (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,310

Tender Fee Payable To

EXECUTIVE ENGINEER CD VARANASI-02 UPAVP VARANASI

EMD Fee Amount

₹3 L

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

24 Oct 2026

Download Starts

30 Sept 2026

Download Ends

24 Oct 2026

Submission Starts

30 Sept 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 (169 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.all kinds of soil DSR 2.8.1	332.11	CUM	191.32	₹63,539.29
2	Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. DSR 2.25A	310.38	CUM	514.87	₹1,59,805.35
3	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2.27	61.98	CUM	1,560.96	₹96,748.3
4	1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8	66.83	CUM	5,006.82	₹3,34,605.78
5	Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor With Chlorpyriphos/Lindane E.C. 20% with 1% concentration DSR 2.35.3.1	235.32	SQM	227.89	₹53,627.07
6	R.c.c. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:1.5:3,(1cement :1.5corse sand 3 grit) in Lintel excluding supply of reinforcement and its fixing and bending but including its fixing and binding the same necessary with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. DSR 5.3	2.16	CUM	8,456.54	₹18,266.13
7	As in item above but for slabs (Using 1:1.5:3 Mix concrete) DSR 5.3	92.88	CUM	8,456.54	₹7,85,443.44
8	As in item above for the lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) DSR 5.3	48.93	CUM	8,456.54	₹4,13,778.5
9	As in item No.8 above but in R.C.C. Raft foundation and footing with approved stone ballast. (Using 1:1.5:3 Mix concrete) DSR 5.1.2	80.62	CUM	6,648.63	₹5,36,012.55
10	As in item above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. DSR 5.2.2	27.2	CUM	7,976.92	₹2,16,972.22

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.77 MB

Work Item Documents

T.pdf

Tender Documents • 12.72 MB

F.pdf

Tender Documents • 4.34 MB

BOQ_2244842.xls

BOQ • 0.40 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.all kinds of soil DSR 2.8.1

332.11

CUM

191.32

₹63,539.29

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. DSR 2.25A

310.38

CUM

514.87

₹1,59,805.35

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2.27

61.98

CUM

1,560.96

₹96,748.3

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8

66.83

CUM

5,006.82

₹3,34,605.78

Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor With Chlorpyriphos/Lindane E.C. 20% with 1% concentration DSR 2.35.3.1

235.32

SQM

227.89

₹53,627.07

R.c.c. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:1.5:3,(1cement :1.5corse sand 3 grit) in Lintel excluding supply of reinforcement and its fixing and bending but including its fixing and binding the same necessary with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. DSR 5.3

2.16

CUM

8,456.54

₹18,266.13

As in item above but for slabs (Using 1:1.5:3 Mix concrete) DSR 5.3

92.88

CUM

8,456.54

₹7,85,443.44

As in item above for the lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) DSR 5.3

48.93

CUM

8,456.54

₹4,13,778.5

As in item No.8 above but in R.C.C. Raft foundation and footing with approved stone ballast. (Using 1:1.5:3 Mix concrete) DSR 5.1.2

80.62

CUM

6,648.63

₹5,36,012.55

As in item above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. DSR 5.2.2

27.2

CUM

7,976.92

₹2,16,972.22