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Civil Works

RRD to WSS Massal in Tehsil Nagrota Bagwan

HP Irrigation and Public Health

Nagrota Bagwan | Kangra, Himachal Pradesh

Amount: ₹7.6 LCloses: 12 Oct 20264d left

Timeline

Published5 Oct 2026
Closes12 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹7.6 L

EMD Value

₹15,165

Closing Date

12 Oct 2026, 11:00 am4d left

Tender Inviting Organisation

Name

Er Vivek Thakur EE

Address

JSV Division Nagrota Bagwa

Work Description

RRD To WSS Massal in Tehsil Nagrota Bagwan SH Construction of UG Tank

Tender Information

Tender ID

2026_HPIPH_145021_1

Reference Number

EE/JSV/NBD/26/9103-54 dt.05.10.26

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

Nagrota Bagwan

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredScanned copy of Cost of Tender Form and EMD (.pdf)

RequiredEnlistment with JSV (.pdf)

RequiredCopy of PAN GST EPF (.pdf)

RequiredDSC undertaking (.pdf)

RequiredAffidavit regarding Non blacklist (.pdf)

Finance

RequiredForm6 (.pdf)

RequiredTandC (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹15,165

Important Dates

Last Activity

5 Oct 2026

Published

5 Oct 2026

Bid Opening

12 Oct 2026

Download Starts

5 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

5 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (24 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundation,trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blassting hard of soft rock by chiselling such as pick work, jumper work, blasting hard or soft rock by chiselling where the blasting work is prohibited, slushy, daldal and saturated soil including pumping or bailing out water within all heights, stacking the excavated soil within all leads clear from the edge of excavation and then returning the stacked soil in 15cm (fifteen centimetres) layer when required into plinths, sides of foundation consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per the direction of Engineer-in-Charge with in all leads and lifts.	50.13	cum	-	-
2	P/L cement concrete 1:4:8 (1:cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation & plinth complete in all respect as per direction and to the entire satisfaction of Engineer- in- charge up to all leads and lifts.	4.53	cum	-	-
3Providing and Laying cement concrete 1:1.5:3 (1 Cement:1.5 Sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work:-
3.01	Foundations, footings bases of columns and the like and mass concrete complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.	8.08	cum	-	-
3.02	In Vertical walls any thickness (but not less than 0.10mm thickness) including attached buttersses pillaster plinth and string courses etc. from top of foundation level upto floor two level complete in all respect complete in all respect including all leads and Lifts as per the direction and satisfaction of Engineer-In-Charge.	10.42	cum	-	-
3.03	Suspended floors, roofs landing and shelves and their support balconies, beams, girders, bressumers and cantilever upto floor level complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.	3.56	cum	-	-
4	Providing laying of mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position including wire upto floor two level as per direction and to the entire satisfaction of Engineer-in-Charge.	1,694	Kg	-	-
5Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batterns and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in-situ-reinforced concrete and plain concrete work in:-
5.01	Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like complete in all respect including all leads and Lifts as per the direction and to the entire satisfaction of Engineer-In-Charge.	134.25	Sqm	-	-
5.02	Sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1 Mtr. In depth in all heights from floor complete in all respectas per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.	9.1	Sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.22 MB

Work Item Documents

TandC.pdf

Tender Documents • 0.10 MB

BOQ_215875.xls

BOQ • 0.29 MB

Form6.pdf

Tender Documents • 1.33 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundation,trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blassting hard of soft rock by chiselling such as pick work, jumper work, blasting hard or soft rock by chiselling where the blasting work is prohibited, slushy, daldal and saturated soil including pumping or bailing out water within all heights, stacking the excavated soil within all leads clear from the edge of excavation and then returning the stacked soil in 15cm (fifteen centimetres) layer when required into plinths, sides of foundation consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per the direction of Engineer-in-Charge with in all leads and lifts.

50.13

cum

P/L cement concrete 1:4:8 (1:cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation & plinth complete in all respect as per direction and to the entire satisfaction of Engineer- in- charge up to all leads and lifts.

4.53

cum

3Providing and Laying cement concrete 1:1.5:3 (1 Cement:1.5 Sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work:-

3.01

Foundations, footings bases of columns and the like and mass concrete complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

8.08

cum

3.02

In Vertical walls any thickness (but not less than 0.10mm thickness) including attached buttersses pillaster plinth and string courses etc. from top of foundation level upto floor two level complete in all respect complete in all respect including all leads and Lifts as per the direction and satisfaction of Engineer-In-Charge.

10.42

cum

3.03

Suspended floors, roofs landing and shelves and their support balconies, beams, girders, bressumers and cantilever upto floor level complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.

3.56

cum

Providing laying of mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position including wire upto floor two level as per direction and to the entire satisfaction of Engineer-in-Charge.

1,694

5Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batterns and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in-situ-reinforced concrete and plain concrete work in:-

5.01

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like complete in all respect including all leads and Lifts as per the direction and to the entire satisfaction of Engineer-In-Charge.

134.25

Sqm

5.02

Sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1 Mtr. In depth in all heights from floor complete in all respectas per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.

9.1

Sqm