Active

Works

Civil Works

Newada ke ganesh dham colony me shri rahul vadhvani ke awas se shri pankaj chaube ke awas tak v shri rahul vadhvani ke awas se shri kali prasad ke awas se doc govind narayan ke awas tak nali, patari avm sadak nirman karya.

Director Cum Chief Engineer RED

EE RED VARANASI | Varanasi, Uttar Pradesh

Amount: ₹21.2 LCloses: 29 Sept 20267d left

Timeline

Published21 Sept 2026
Closes29 Sept 2026
Bid Opening29 Sept 2026

Tender Value

₹21.2 L

EMD Value

₹42,340

Closing Date

29 Sept 2026, 12:00 pm7d left

Tender Inviting Organisation

Name

Address

VIKAS BHAWAN VARANASI

Work Description

Newada ke ganesh dham colony me shri rahul vadhvani ke awas se shri pankaj chaube ke awas tak v shri rahul vadhvani ke awas se shri kali prasad ke awas se doc govind narayan ke awas tak nali, patari avm sadak nirman karya.

Tender Information

Tender ID

2026_REDUP_1186645_1

Reference Number

2191 date 14-09-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

90 days

Location

EE RED VARANASI

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTender doc (.pdf)

Finance

RequiredBoq (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,354

EMD Fee Amount

₹42,340

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Sept 2026

Published

21 Sept 2026

Bid Opening

29 Sept 2026

Download Starts

21 Sept 2026

Download Ends

29 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 (24 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundation in ordinary soil (Loam clay or sand) including lift up to 1.5 m. and lead up to 30 m.and including etc.complete. same as per SI.No.251.	25	Cum.	123.5	₹3,087.5
2	Concrete with 4 cm.gauge brick ballast,sand of 1.25 F.M.and cement in proportion of 12:6:1 in foundation and under floors including supply of all material laborT& P etc.required for proper completion for the work.as per S.I no. 273-	3.66	Cum.	3,857	₹14,116.62
3	Providing and laying 250 mm.Dia NP3 R.C.C. Hume Pipe including collar/ spigot jointed with stiff mixture of cement in proportion of 1:2 cement and fine sand including testing of joint.	17.5	Rm.	1,020.3	₹17,855.25
4	Earth Work in cutting in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20") distance as directed by the E/I.as per si.no. 253	255.52	Cum.	109.25	₹27,915.56
5	Disposal of extra earth ( wastage ) upto a distance of 8.0 Km from site i/c all .	255.52	Cum.	185.35	₹47,359.35
6	Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheeled roller complete as per T.S. clause 401.	73.95	Cum.	2,048.75	₹1,51,505.14
7	Providing, laying, spreading and compacting stone aggregates of specific sizes 63-45 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.	95.56	Cum.	2,973.58	₹2,84,154.92
8	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.	40.11	Cum.	3,008.54	₹1,20,672.38
9Providing and laying of Rubber moulded Interlocking concrete block pavement having thickness 80 mm including leveling and dressing of surface To required level and slope spreading and moisting 30 m.m thick local sand on bend filling joints with local sand etc. for proper complition of work as per drawing and T.S. clause 1504
9.01	Hence For Red Colour -	369.74	Sqm.	859.75	₹3,17,879.67

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 • 1.27 MB

Work Item Documents

sbd.pdf

Tender Documents • 1.22 MB

BOQ_2233590.xls

BOQ • 0.29 MB

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

Excavation in foundation in ordinary soil (Loam clay or sand) including lift up to 1.5 m. and lead up to 30 m.and including etc.complete. same as per SI.No.251.

Cum.

123.5

₹3,087.5

Concrete with 4 cm.gauge brick ballast,sand of 1.25 F.M.and cement in proportion of 12:6:1 in foundation and under floors including supply of all material laborT& P etc.required for proper completion for the work.as per S.I no. 273-

3.66

Cum.

3,857

₹14,116.62

Providing and laying 250 mm.Dia NP3 R.C.C. Hume Pipe including collar/ spigot jointed with stiff mixture of cement in proportion of 1:2 cement and fine sand including testing of joint.

17.5

Rm.

1,020.3

₹17,855.25

Earth Work in cutting in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20") distance as directed by the E/I.as per si.no. 253

255.52

Cum.

109.25

₹27,915.56

Disposal of extra earth ( wastage ) upto a distance of 8.0 Km from site i/c all .

255.52

Cum.

185.35

₹47,359.35

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheeled roller complete as per T.S. clause 401.

73.95

Cum.

2,048.75

₹1,51,505.14

Providing, laying, spreading and compacting stone aggregates of specific sizes 63-45 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

95.56

Cum.

2,973.58

₹2,84,154.92

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

40.11

Cum.

3,008.54

₹1,20,672.38

9Providing and laying of Rubber moulded Interlocking concrete block pavement having thickness 80 mm including leveling and dressing of surface To required level and slope spreading and moisting 30 m.m thick local sand on bend filling joints with local sand etc. for proper complition of work as per drawing and T.S. clause 1504

9.01

Hence For Red Colour -

369.74

Sqm.

859.75

₹3,17,879.67