Water Resources and Irrigation Government Departments Closing in 0 days TDR #35813819

Tender For Resilient And Sustainable Service Delivery In Water Supplies In Jal Shkati Sub Division Mandap Division Dharampur Bharari District Mandi

Issued by Government Departments · mandap, Himachal Pradesh
Tender Value
Ref. Documents
Estimated cost
Bid Submission
02 Feb 2023
0 days left
EMD
4.38 Lakhs
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Resilient And Sustainable Service Delivery In Water Supplies In Jal Shkati Sub Division Mandap Division Dharampur Bharari District Mandi C / O Buffer Storage Tanks At Various Locations And Laying, Jointing, Testing Of Gi Pipe In Distribution System

BOQ

Name of Work: Resilient and sustainable service delivery in water supplies in Jal Shakti Sub-Division Mandap Division Dharampur Bharari Distt. Mandi (HP) (Sh:- C/O Buffer storage tanks at various locations & laying, jointing & testing of GI pipe in distribution system)
Sl. No. Item Description
1C/O Buffer Storage Tanks:- Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.
2Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded crushed stone agg. 40mm nominal size) and curing complete excluding cost ofform work and reinforcement for reinforced concrete work in foundation and plinth as per direction and to the entire satisfaction of Engineer-in-Charge.
3Providing and laying cement concrete grade of M30 (design Mix) but not leaner than 1 : 1.5 : 3 ( 1 cement : 1.5sand : 3graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in :
4Foundation footings bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge.
5Walls any thicknessbut not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.
6Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x 5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs andremoval of the same for insitu-reinforced concrete and plain concrete work in :-
7Vertical surfacessuch as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.
8Providing form work of ordinary timber plankings so as to give a rough finish including centring, shuttering, strutting & propping etc. height of propping & centring below supporting floor to ceilling not exceeding 4 mts. And removal of the same for insitu-reinforced concrete and plain concrete work in :
9Arches upto 6.00 mtrs span as per direction and to the entire satisfaction of Engineer-in-charge.
10Providing in RCCwork smooth finishing of the exposed surface with cement mortor 1:3 ( 1 cement: 3 sand) complete in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge.
11Providing and laying cement concretegrade of M30 (design Mix) but not leaner than 1 : 1.5 : 3 ( 1 cement : 1.5sand : 3graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in.
12Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level. as per direction and to the entire satisfaction of Engineer-in-Charge.
13Arches upto floor two level.
14Providing laying ofTor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.
15Steel work welded in built up section, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paintin grating, framed guard bars ladders, railing brackedts and similar works as per direction of Engineer-in-Charge upto all lead and lift.
16Laying, jointing & testing of GMS pipe of following dia (Medium class)for outlets pipe &scour pipes etc. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. (Labour rate)
17150mm
18Providing and fixing double flangedCast Ironsluice valveof following dia of Kirloskar/Leader make conforming to IS:14846/2000with up to date amendment as per Class PN-1 to withstand in normalseat pressure including welding with M.S. flanges table as per IS 6392-1971 including carriage in all leads and lifts as per direction and to the entiresatisfaction of Engineer-in-Charge.
19150mm
20Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100 mm thick foundation concrete 1:5:10 mix (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete. 600 x 600 x 750 mm inside syze With 150 mm thick walls of RCC 1:2:4 (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 8 mm bars at not exceeding 150 mm centres both ways.
21Providing and fixing steel fibre reinforced concrete(SFRC) Manhole coversand frame confirming to IS : 12592 (part-I) 1988 with latest ammendments extra heavy, circular 560mm dia meter as per direction and to the entire satisfaction of Engineer-in-Charge.
22Laying, jointing & testing of G.I. pipe line:- Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. (Pick work 50% and Jumper work 50%)
23Laying, jointing and testing in trenches galvanised mild steel tube of light grade screwed and socketed complete including providing and fixing tube fitting such as union, tees, socket etc (excluding cost of bends and valves) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge. ( Labour rate ).
2450 mm dia (Light class)
2540 mm dia (Light class)
2632 mm dia (Light class)
2725 mm dia (Light class)
28Providing and fixing brass full way wheel valve of following diascrewedtypeof ISI Marked complete in all respect as per direction and to the entire satisfactioln of Engineer-in-Charge.
2950 mm dia
3040 mm dia
3132 mm dia
3220 mm dia

AI Tender Summary

OUR REF NO 35813819
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 02-02-2023
Authority
Authority Name Irrigation And Public Health Department
Work Description Resilient And Sustainable Service Delivery In Water Supplies In Jal Shkati Sub Division Mandap Division Dharampur Bharari District Mandi C / O Buffer Storage Tanks At Various Locations And Laying, Jointing, Testing Of Gi Pipe In Distribution System
Basic Detail
Tender No 17898-17948 dated 19.01.2023
Bidding Type Tender
Location
City mandap
State Himachal Pradesh
Key Dates
Publish Date 19 Jan 2023
Submission Date 02 Feb 2023
Open Date 03 Feb 2023
Finance
Tender Value Ref. Documents
Tender Fee 2500
EMD 4.38 Lakhs
Exemption Not Available
Document List
aff7e4d8-ba39-4e0c-bf3d-c1c2de2adc36.html
BOQ_101481.xls
Condition.pdf
Form6.pdf
Form8.pdf
Tendernotice_1.pdf

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Tender Timeline

Jan 19, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 02, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 03, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

aff7e4d8-ba39-4e0c-bf3d-c1c2de2adc36.html

xls

BOQ_101481.xls

pdf

Condition.pdf

pdf

Form6.pdf

pdf

Form8.pdf

pdf

Tendernotice_1.pdf

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