Water Resources and Irrigation Government Departments Closing in 2 days TDR #57786730

Tender For Rk:Restoration Of Rain Damages To Water Supply Scheme Massal In Tehsil Nagrota Bagwan And Distt.Kangra (H.P) (Sub Head:- Construction Of Under Ground Tank 50,000 Ltr Capacity In G.P Massal.) Under Pdna

Issued by Government Departments · Kangra, Himachal Pradesh
Tender Value
7.58 Lakhs
Estimated cost
Bid Submission
05 Oct 2026
2 days left
EMD
15165
Bank guarantee accepted
Document Fee
350
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Kangra → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Rk:Restoration Of Rain Damages To Water Supply Scheme Massal In Tehsil Nagrota Bagwan And Distt.Kangra (H.P) (Sub Head:- Construction Of Under Ground Tank 50,000 Ltr Capacity In G.P Massal.) Under Pdna

BOQ

Name of Work:- rk:Restoration of Rain damages to Water Supply Scheme Massal in Tehsil Nagrota Bagwan and Distt.Kangra (H.P) (Sub Head:- Construction of Under Ground Tank 50,000 Ltr capacity in G.P Massal.) under PDNA
Sl. No. Item Description
1Excavation 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.
2P/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.
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:-
4Foundations, 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.
5In 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.
6Suspended 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.
7Providing 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.
8Providing 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:-
9Vertical 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.
10Sides 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.
11Arches upto 6 meters span complete in all respect including all leads and Lifts as per the direction and to be entire satisfection of Engineer-In-Charge.
12Providing Steel work welded in built up section trusses and framed work including cuttint, hosting fixing in position and applying a priming coat of red lead paint in grating framed guards bars railing brackets and similar workscomplete in all respect including all leads and lifts as per the direction and to be entire satisfection of Engineer-In-Charge.
13Providing and fixing of MS Sheet man hole cover of 0.60x0.60 mm size of MS sheet 2.00 mm thick fixed in angle 35x35x4 mm thick hinges one side and sliding door bolt for locking arrangement i/c cutting, welding and priming coat of enamel paint complete including handle with in all leads and lifts as per the direction and to be entire satisfection of Engineer-In-Charge.
14Providing, fixing, Laying and galvanized wire Masquito proof ventilator size 400 mm dia and 300 mm in hieght with frame of M.S. angle iron 40x40x6 mm complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge.
15Providing and fixing of Cast iron Sluice Valve 80mm dia Bir/ Kartar Make (with hand wheel) PN-1.0 as per IS Code-14846-2000 latest upto date ammendments standard make with bolts, nuts, rubber insertion etc. (The tail pieces if required shall be measured & paid for separately) complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge within all leads and lifts.
16Providing and Fixing of Brass/ Gun Metal Peet valve of following various dia and reputed make / IS marked complete in all respects to the entire satisfaction of Engineer-in- Charge.
1750 mm dia
1840 mm dia
1932 mm dia
20Finishing wall with water proofing cement paint of approved brand and manufacture of required shade on un-decorated wall surface (one coats) to give an even shade after throughly brushing the surface to remove all dirt, dust and remains of loose material sand papered stopping complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge with in all leads and lifts.
21Providing and Fixing of bypass arrangement from storage tank in a lenght upto 5 mtr, consisting of flanged pipe/ nipple of 80mm dia from storage tank jointed with flanged C.I Sluice Valve 80mm dia Bir/ Kartar Make (with hand wheel) PN-1 as per IS Code-14846-2000 with latest upto date ammendments standard make complete in all respect as per the direction and to the entire satisfaction of Engineer-in-Charge with in all leads and lifts.
22Providing and laying cement concrete 1:5:10 (1cement :5sand :10 graded stone aggregate 40mm nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/Breast walls, the size of plums shall usually be 150mm. to 300mm as per H.P.P.W.D specification complete in all respect as per the direction and to the entire satisfcation of Engineer-in-Charge within all leads and lifts.
23Stone soling properly hand packed filling under the floor complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.
24Providing and Laying cement concrete 1:2:4 (1 Cement:2 Sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- 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.
25Supply and Fixing Galvanized Mild Steel barbed wire (IS-278-1962 Type-I) weighting 9.38 Kgs./100 metres (Minimum) straining and fixing to any type of standard rails straining bolts including securing with and provision of GMS wire staples of steel kpins etc and straining to bolts shall be paid for seperately complete in all respect as per direction and to be entire satisfation of Engineer- in- charge up to all leads and lifts.
26Laying, jointing & testing of bevelled ended GI pipe with circumfrential butt welded joints by electrical arc welding (welding thickness shall be equal to pipe wall thickness) and testing of GI pipe of following dia meters conforming to IS 1239-2004 (Part-II), having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and febrication of reducers/ tapers, all short pieces, bends etc. as per site requirement made from parent tubes. The laying of pipe shall also include welding of flanged joints wherever required duly welded in three layers (two inner & one outer) and all operations such as cutting, welding, jointing, fabrication of bends, tees, making bevelled pipe ends suitable for butt welding, lowering & laying in excavated trenches to ensure required level complete in all respects to the best satisfaction of the Engineer-in-charge (Earth work in trenches will be measured and paid for separately) . The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes ( If damaged during laying & jointing operation of pipe) and all other specials made from the parent tube shall be provided with anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The D.P test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts.
2765 mm dia
2850 mm dia Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57786730
AUTHORITY Government Departments
TENDER VALUE 7.58 Lakhs
LAST DATE 05-10-2026
Authority
Authority Name Irrigation And Public Health Department
Work Description Tender for Rk:Restoration Of Rain Damages To Water Supply Scheme Massal In Tehsil Nagrota Bagwan And Distt.Kangra (H.P) (Sub Head:- Construction Of Under Ground Tank 50,000 Ltr Capacity In G.P Massal.) Under Pdna
Basic Detail
Tender No EE/JSV/NBD/26/8820-70 dt.29.9.26
Bidding Type Tender
Location
City Kangra
State Himachal Pradesh
Key Dates
Publish Date 29 Sep 2026
Submission Date 05 Oct 2026
Open Date 05 Oct 2026
Finance
Tender Value 7.58 Lakhs
Tender Fee 350
EMD 15165
Exemption Not Available
Document List
348c56fa-1a97-4e44-aa86-54187fb1a099.html
BOQ_215168.xls
Form6.pdf
TandC.pdf
Tendernotice_1 (23).pdf

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Tender Timeline

Sep 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 05, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Oct 05, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

Download All (ZIP) ↓
html

348c56fa-1a97-4e44-aa86-54187fb1a099.html

xls

BOQ_215168.xls

pdf

Form6.pdf

pdf

TandC.pdf

pdf

Tendernotice_1 (23).pdf

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