Uttarakhand

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Rajat Jayanti Park Nirman Karya

Executive Officer Nagar Palika Parishad Dharchula (Pithoragarh)

NPP Dharchula | Pithoragarh, Uttarakhand

Amount: Refer DocsCloses: 3 Nov 2026

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Timeline

Published17 Oct 2026
Closes3 Nov 2026
Bid Opening3 Nov 2026

Tender Value

Refer Docs

EMD Value

₹1.4 L

Closing Date

3 Nov 2026, 3:00 pm

Tender Inviting Organisation

Name

Address

NPP Dharchula

Work Description

Park Nirman Karya

Tender Information

Tender ID

2026_NPPD_101373_1

Reference Number

etender_2714

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Location

NPP Dharchula

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredEMD Tender Fees and Tender Documents atc (.pdf)

Finance

RequiredFinancial Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹4,720

Tender Fee Payable To

E.O. Nagar Palika Parishad

EMD Fee Amount

₹1.4 L

Important Dates

Last Activity

17 Oct 2026

Published

17 Oct 2026

Bid Opening

3 Nov 2026

Download Starts

17 Oct 2026

Download Ends

3 Nov 2026

Submission Starts

17 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (182 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ITEM
1.01	Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m	1,211	Sq M	-	-
1.02	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. 2.6.1 All kinds of soil	111.47	Cu M	-	-
1.03	Supplying and filling in plinth with sand under Floors, including watering, ramming, consolidating and dressing complete.	46.89	Cu M	-	-
1.04	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 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)	54.01	Cu M	-	-
1.05	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).	1.49	Cu M	-	-
1.06	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with : Cement mortar 1:6 (1 cement : 6 coarse sand)	18.46	Cu M	-	-
1.07	centering and shuttering Foundations, footings, bases for columns, etc. for mass concrete	197.37	Sq M	-	-
1.08	Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand)	67.89	Cu M	-	-
1.09	Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing	241.92	Sq M	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

PARK.pdf

Tender Documents • 0.55 MB

BOQ_119447.xls

BOQ • 0.42 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ITEM
1.01	Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m	1,211	Sq M	-	-
1.02	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. 2.6.1 All kinds of soil	111.47	Cu M	-	-
1.03	Supplying and filling in plinth with sand under Floors, including watering, ramming, consolidating and dressing complete.	46.89	Cu M	-	-
1.04	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 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)	54.01	Cu M	-	-
1.05	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).	1.49	Cu M	-	-
1.06	Coursed rubble masonry (first sort) with hard stone in foundation and plinth with : Cement mortar 1:6 (1 cement : 6 coarse sand)	18.46	Cu M	-	-
1.07	centering and shuttering Foundations, footings, bases for columns, etc. for mass concrete	197.37	Sq M	-	-
1.08	Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand)	67.89	Cu M	-	-
1.09	Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing	241.92	Sq M	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ITEM

1.01

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m

1,211

Sq M

1.02

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. 2.6.1 All kinds of soil

111.47

Cu M

1.03

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

46.89

Cu M

1.04

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 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)

54.01

Cu M

1.05

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

1.49

Cu M

1.06

Coursed rubble masonry (first sort) with hard stone in foundation and plinth with : Cement mortar 1:6 (1 cement : 6 coarse sand)

18.46

Cu M

1.07

centering and shuttering Foundations, footings, bases for columns, etc. for mass concrete

197.37

Sq M

1.08

Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand)

67.89

Cu M

1.09

Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing

241.92

Sq M