Environment and Forests Government Departments Closing in 1 days TDR #57271578

Tender For Construction Of Shed Structure (9.15 M X 4.60 M) For Drip System At Icar-Cssri, Karnal

Issued by Government Departments · Karnal, Haryana
Tender Value
4.96 Lakhs
Estimated cost
Bid Submission
15 Sep 2026
1 days left
EMD
10000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Karnal → Haryana
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Construction Of Shed Structure (9.15 M X 4.60 M) For Drip System At Icar-Cssri, Karnal

BOQ

Name of Work:- Construction of shed structure (9.15 m x 4.60 m) for drip system at ICAR-CSSRI, Karnal
Sl. No. Item Description
1CPWD DSR 2023 Civil/Local Market Rate
2SCHEDULE OF QUANTITY as per tender document from page 18 to 20
3Supplying, assembling and fixing in vertical position in bore well, ISI mark unplasticized PVC pipe of 9” dia 10 kg/cm2 pressure all complete, as per direction of Engineer -in-charge.
4Joining of 9” dia PVC well pipe of 10 kg/cm2 pressure through Tee as recharge arm (horizontal perforated pipe) i.e. 2.5’ on two sides (total length 5’) long at the top of recharge (inlet) pipe. Filling of empty chamber with boulders (20-40 mm Ø and 1’ thick), at bottom, gravel (8-20 mm Ø, 1’ thick) in the the middle and coarse sand (0.7 - 1.0 mm Ø and 2.5’ thick) at the top.
5Fitting of 9” dia perforated PVC pipe wrapped with synthetic filter horizontally (5’ length) above 1’ from the sand layer with recharge (inlet) pipe.
6Providing and fixing accessories like Tee, Cross, Socket, End Plug, Bail plug, Synthetic filter, etc. and lowering of pipe including Slotting charges upto specified depth
723.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
82.6.1 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. All kinds of soil
92.26.1 Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil
102.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
11CPWD DSR 2022 E&M
126.1.1 Brick work in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand)
1311.1.1 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:1:4 (1 cement : 4 coarse sand)
1413.4.2 12 mm cement plaster of mix:1 :6 (1 cement : 6 coarse sand)
1513.5.2 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)
165.18.3 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement:3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 25 mm thick Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57271578
AUTHORITY Government Departments
TENDER VALUE 4.96 Lakhs
LAST DATE 15-09-2026
Authority
Authority Name Central Soil Salinity Research Institute
Work Description Tender for Construction Of Shed Structure (9.15 M X 4.60 M) For Drip System At Icar-Cssri, Karnal
Basic Detail
Tender No 03/2026
Bidding Type Tender
Location
City Karnal
State Haryana
Key Dates
Publish Date 31 Aug 2026
Submission Date 15 Sep 2026
Open Date 15 Sep 2026
Finance
Tender Value 4.96 Lakhs
Tender Fee Ref. Documents
EMD 10000
Exemption Available
Document List
BOQ_1155180.xls
ee1c0e2f-ff3e-4b1a-b46d-60e4e657ef9e.html
Tendernotice_1.pdf

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Tender Timeline

Aug 31, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 15, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 1 day
Sep 15, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 1 day

Tender Documents

Download All (ZIP) ↓
xls

BOQ_1155180.xls

html

ee1c0e2f-ff3e-4b1a-b46d-60e4e657ef9e.html

pdf

Tendernotice_1.pdf

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