Replacement of tiles of central lab., replacement of windows in the adjoining room of central lab., workshop and replacement of doors of two rooms of Admn. Block at ICAR-CSSRI, Karnal

Central Soil Salinity Research Institute · Karnal, Haryana · Civil Works & Infrastructure · open

Key facts

Tender value: ₹5.0L
EMD: ₹10K
Published: 23 Oct 2026
Closing date: 11 Nov 2026
Status: open
Status as of: 24 Oct 2026 06:20 UTC
Ministry: Ministry of Agriculture and Farmers Welfare
Department: Indian Council of Agricultural Research
Office: Purchase and General Administration

Description

Civil works for replacement of tiles in the central laboratory, windows in the adjoining room and workshop, and doors of two rooms in the Administration Block at ICAR-CSSRI, Karnal.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Item Wise
Evaluation: Item Wise
Make in India (MII): No
MSE preference: No

Line items (15)

2 — Qty: 4 5
SCHEDULE OF QUANTITY as per tender document from page 18 to 21 — Qty: 1 work
Supplying, 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. — Qty: 48 metre
Joining 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. — Qty: 1 Each
Fitting of 9” dia perforated PVC pipe wrapped with synthetic filter horizontally (5’ length) above 1’ from the sand layer with recharge (inlet) pipe. — Qty: 1 Each
Providing and fixing accessories like Tee, Cross, Socket, End Plug, Bail plug, Synthetic filter, etc. and lowering of pipe including Slotting charges upto specified depth — Qty: 1 Each
23.12 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. — Qty: 10 hour
2.6.1 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 — Qty: 80 cum
2.26.1 Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil — Qty: 10 cum
2.25 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. — Qty: 5 cum
6.1.1 Brick work in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) — Qty: 12 cum
11.1.1 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) — Qty: 5 sqm
13.4.2 12 mm cement plaster of mix:1 :6 (1 cement : 6 coarse sand) — Qty: 9.5 sqm
13.5.2 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) — Qty: 8 sqm
5.18.3 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 — Qty: 6.5 sqm

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