Water Resources and Irrigation Government Departments Closing in 4 days TDR #57008594

Tender For Restoration Of Rain Damages Augmentation Of Sainj Khad To Gharog Ghandal In Tehsil And Distt. Shimla Hp (Sh- Construction of Intake Chamber,Providing,Laying And Jointing Of Pipe Line,C/O Protection Wall Near Head Weir Of Bainsh Pump House,

Issued by Government Departments · Shimla, Himachal Pradesh
Tender Value
41.72 Lakhs
Estimated cost
Bid Submission
24 Aug 2026
4 days left
EMD
83500
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Restoration Of Rain Damages Augmentation Of Sainj Khad To Gharog Ghandal In Tehsil And Distt. Shimla Hp (Sh- Construction of Intake Chamber,Providing,Laying And Jointing Of Pipe Line,C/O Protection Wall Near Head Weir Of Bainsh Pump House,C/O Reinforced Cement Concrete Wall At Sainj Pump House ,C/O Cgi Sheets Shed & Providing,Laying And Jointing Of Pipe Line)(Under Pdna)

BOQ

Name of Work:- Restoration of rain damages Augmentation of Sainj Khad to Gharog Ghandal in Tehsil and Distt. Shimla HP (SH- C/O Intake Chamber,Providing,Laying and Jointing of pipe line,C/O Protection wall near Head weir of Bainsh Pump House,C/O RCC wall at Sainj Pump house ,C/O CGI Sheets shed & Providing,laying and Jointing of Pipe Line)(Under PDNA)
Sl. No. Item Description
1Description
2Cutting in Earth work and disposal of excavated earth upto a lead of 20 meters . Spade Work , Pick Work , & Jumper Work
3Excavation in foundation trenches etc.in earth work,lift up to 1.50 mtrs,stacking the excavated soil not more than 3 mtrs clear from the as of excavation and then returning the excavated soil in 15 cm layer when ewquired into plinths sodes of foundations etc. concolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs.P-J work
4For Civil Work
5For Pipe Line
6Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in:-
7Foundation and Plinth.
8Providing and laying cement concrete 1:1½:3 ( 1 cement : 1½ sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:-
9Foundation and Plinth.
10Walls (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level.
11Providing from work with steel plates 3.15mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish i/c centring, shuttering, strutting and propering etc. with wooden battens & ballies, ht.of proppping & centring below supporting floor to ceiling not exceeding 4mtrs. & removal of the same for insitu - rinforced concrete work in
12Flat surfaces such as soffits and suspended floors, roofs , landing and the like:-
13Vertical surfaces such as walls ( any thickness ) partitions and the like including attached pilasters , buttresses, plinth and string courses and the like .
14Providing and laying cement concrete 1:2:4 work (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-
15Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilever up to floor two levels.
16Providing mild steel/tor Steel reinforcement for R.C.C work including bending , binding and placing in position complete up to floor two level.
17Providing and laying in trenches galvanised mild steel tubes [Light grade] i/c P/F of fittings (Earth work in trenches to be measured and paid for seperately).32mm dia.
18Providing and fixing brass full way valve 32mm dia.
19Providing smooth finishing in cm 1:3
20Providing and laying in trenches to be leveled to grades,IS marked GI pipes GMS ( Heavy / Medium grade) of following diameters conforming to IS 1239-1991 ( PartII ) latest with up to date amendments ) having minimum wall thickness as for class of pipe specified below jointed with pipe conforming to tables as specified below of BIS 6392-1971 ( Latest with up to date amendments ) butt. welded at Both ends according to relevant BISstandards & detailed specifications complete in all respect of technical specifications as per site conditions including flushingt,cleaning & hydraulic testing complete to the best satisfaction of Engineer in charge.
2180 mm dia.(M.G)
22Providing and fixing of Cast Iron Sluice Valve without flange of following dia class PN 1.6 including cost of rubber inspection washer (gasket) etc. open end with hand wheel conforming to IS : 14846 having test pressure of 10.20 Kg/ Sqm of Leader/Kirloskar make complete in all respect in all leads and lifts and to the entire satisfaction of Engineer-in-charge. 80 mm dia.
23Providing , Welding and Fixing of M.S. Flanges ISI marked conforming to IS : 6392-1971 capable of with standing the test pressure of 1.60 N/mm2 welded on both sides with the pipe complete with nut & 3 mm thcik ferrado gasket . The welding is conforming to IS : 3183-1986. including hydraulic testing at site and painting with anticorreshive pasint in side and outside confirming to relevant specfication . the work shell be done including all leads and lifts as per entire satisfaction of Engineer - in - Charge.80mm dia.Table - 5
24Providing and laying cement concrete 1:5:10 (1Cement:5Sand:10 graded stone aggregate, 40 mm nominalsize) with 15% plum and curing complete excluding cost of form in retaining wall / breast wall ,the size of plums shall be 150mm to 300 mm as per HP.PWD specifications.
25Providing and placing approved boulder/stone filling behind the retaining wall to the required lines,levels and thickness,complete as per specifications and the Engineer's directions.
26Providing and fixing of 100 mm diameter PVC pipe for weep holes,including cutting to the required length ,placing through masonry concrete as directed,maintaining the required slope and making good the surrounding surface complete in all respect.
27Removal of slips in all kind of soil (including saturates soil but excluding boulders and rocky portion requiring blasting up to a distance of 20 metres disposing of un-serviciable materials, stacking serviciable neatly dressing the surface materials and neatly dressing the surface.
28Clearing jungle including uprooting of rank vegetation, grass, brush,wood, trees and saplings of girth up to 30 cm measured at a height of 1 metre above ground and removal of rubbish up to a distance of 20 metres outside the periphery of the area cleared.
29Providing and Laying dry hand packed boulder filling under floors,using approved boulders,tightly packed with interstices filled with stone spalls as required,to the specified thickness,complete as per specifications and the Engineer's directions.
30Steel work welded in built up sections, trusses and framed work including cutting hoisting, fixing in position complete in grating, framed guards & ladders etc
31Pro. Corrugated GS. Sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts & nuts 8 mm dia meter with bitumin & G.I. limpet washer or with G.I limpet washer filled wiith white lead,including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal / vertical or ciurved surface ), excluding the cost of purlins,rafters and trusses and including cutting to size and shape wherever required 0.63 mm thick with zinc coating less than 275 gm/m2
32Dismantling,removing,handling and stacking of dismantled materials such as pumping machinery,control panel boards,crane gantry and other associated equipment at the designated location,including all labour,tools,tackles and trnasportation wihtin the site complete as per specifications and the Engineer-in-Charge directions. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57008594
AUTHORITY Government Departments
TENDER VALUE 41.72 Lakhs
LAST DATE 24-08-2026
Authority
Authority Name Irrigation And Public Health Department
Work Description Tender for Restoration Of Rain Damages Augmentation Of Sainj Khad To Gharog Ghandal In Tehsil And Distt. Shimla Hp (Sh- Construction of Intake Chamber,Providing,Laying And Jointing Of Pipe Line,C/O Protection Wall Near Head Weir Of Bainsh Pump House,C/O Reinforced Cement Concrete Wall At Sainj Pump House ,C/O Cgi Sheets Shed & Providing,Laying And Jointing Of Pipe Line)(Under Pdna)
Basic Detail
Tender No SNN-SML-003-740-Tdr-26-52-57dt 13.8.26
Bidding Type Tender
Location
City Shimla
State Himachal Pradesh
Key Dates
Publish Date 13 Aug 2026
Submission Date 24 Aug 2026
Open Date 24 Aug 2026
Finance
Tender Value 41.72 Lakhs
Tender Fee 2000
EMD 83500
Exemption Available
Document List
18971c20-aed3-4523-88bb-a4f1973e0cc7.html
BOQ_209569.xls
ter.pdf
FORM-8.pdf
FORM6.pdf
Tendernotice_1 (11).pdf

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Tender Timeline

Aug 13, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 24, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Aug 24, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
html

18971c20-aed3-4523-88bb-a4f1973e0cc7.html

xls

BOQ_209569.xls

pdf

ter.pdf

pdf

FORM-8.pdf

pdf

FORM6.pdf

pdf

Tendernotice_1 (11).pdf

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