Irrigation And Water Resources Department Tender
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The GoH has issued a formal invitation for competitive bids for the Irrigation And Water Resources Department project, for Laying Underground 200 Mm Dia Ac Mazza 2.5 Kg/sqcm Pressure Pipeline For Dewatering Of Flood Water From Low Laying Fields Of Village Baniyani To Outfall Rd 1800-r Of Baniyani Sub Link Drain in Rohtak, Haryana, with an estimated contract value of Rs. 9,56,000. The bid opening date for this tender is 26-05-2025 and the last date for bid submission is 02-06-2025. Interested bidders for Irrigation And Water Resources Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 19,120Document Cost
₹ 1,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2025_HRY_449112_1Bid Award Id
ViewTender No
20250E188B7C 10C5 4D73 82B6 4DE7C22307E1125IRRTender Authority
Irrigation And Water Resources Department ViewPurchaser Address
-Website
http://https://hid.gov.in/
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BOQ Items
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[20.108.3]Providing , lowering, laying, aligning, cutting (cut surface to be finished uniformly), jointing with coupling and EPDM rubber rings marked with IS: 5382 and testing, AC pressure water supply pipes (Class-15) manufactured with Mazza process as per IS 1592:2003 and specials into trenches for all levels/depths including carriage, loading/ unloading, stacking, handling, rehandling etc. complete in all respects to the satisfaction of the Engineer in charge (Rates are inclusive of couplers, EPDM rubber rings and specials but exclusive of excavation and refilling) 3. 200mm i/d [Through Rate]
805
827
-
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[4.12.1]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 up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]
683.852
78
-
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[4.32]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 up to 1.5 m. [Through Rate]
653.96
46
-
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[6.1.3]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 3. 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) [Through Rate]
4.123
3426
-
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[6.1.4]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) [Through Rate]
24.67
2911
-
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[6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate]
2.014
4374
-
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[6.35.1]Steel reinforcement for R.C.C. work ready to use `cut and bend` rebars of approved make from factory/workshop to construction site including placing in position and binding all complete up to plinth level. 1. Thermo-Mechanically Treated bars of grade Fe-500D or more. [Through Rate]
91.58
63
-
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[7.83.1]Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with : 1. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]
1.368
2935
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