Tender ID

Himachal

To Be Opened

Works

Civil Works - Roads

Constrauction of Ambulance Road Korangpa to tango GP Kamroo Dev. Block Kalpa Distt Kinnaur

Directorate Rural Development and Panchayati Ra

Kamroo | Shimla, Himachal Pradesh

Amount: ₹14.4 LCloses: 6 Apr 2026Closed

Timeline

Published30 Mar 2026
Closed6 Apr 2026
Bid Opening7 Apr 2026

Tender Value

₹14.4 L

EMD Value

₹29,000

Closing Date

6 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer RD PR

Address

SDA Complex Block No 27 Kasumpti

Work Description

As per DNIT

Tender Information

Tender ID

2026_DRDPR_132829_1

Reference Number

Kinnaur Road

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

Kamroo

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredEarnest money in shape of FD and Cost of tender form non refundable in shape of DD (.pdf)

RequiredCertificate of valid registration with HPPWD in appropriate class and EPF registration (.pdf)

RequiredPan Latest ITR income tax clearance certificate GST Clearance Certificate from CA (.pdf)

RequiredList of machinery tool and plant as per SBD in the form of affidavit (.pdf)

RequiredForm No.7/8 duly filled and signed by the Contractor (.pdf)

RequiredCertificate of undertaking Declaration by the Contractor with name of work. (.pdf)

RequiredSite Visit certificate signed by AE , JE (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,500

Tender Fee Payable To

Executive Engineer RD PR

EMD Fee Amount

₹29,000

Important Dates

Last Activity

30 Mar 2026

Published

30 Mar 2026

Bid Opening

7 Apr 2026

Download Starts

30 Mar 2026

Download Ends

6 Apr 2026

Submission Starts

30 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.	27.54	Cum	-	-
2Earth 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 Kind of Soil.& Ordinary Rock 50-50 each
2.01	All Kind of soil 50%	-	Cum	-	-
2.02	Ordinary Rock 50%	-	Cum	-	-
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) All work up to plinth level :
4Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5	Providing 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) : 6 graded stone aggregate 20 mm nominal size)	0.2	Cum	-	-
6Stone soling properly hand packed and tightly filling etc.
7Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete
8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size)

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 • 0.77 MB

Work Item Documents

BOQ_196423.xls

BOQ • 0.28 MB

BOQ_RoadKinnaur.xls

Tender Documents • 0.28 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 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 upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

27.54

Cum

2Earth 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 Kind of Soil.& Ordinary Rock 50-50 each

2.01

All Kind of soil 50%

Cum

2.02

Ordinary Rock 50%

Cum

3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) All work up to plinth level :

4Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Providing 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) : 6 graded stone aggregate 20 mm nominal size)

0.2

Cum

6Stone soling properly hand packed and tightly filling etc.

7Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete

8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size)