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 250 Mm Dia Mazza Ac Pipe (2.5 Kg/cm2) For Dewatering Of Flood Water Fro Low Laying Area Of Fields Of Village Behlba Into South Behlba Link Drain Rd 14500/r in Rohtak, Haryana, with an estimated contract value of Rs. 21,07,000. 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
₹ 42,140Document Cost
₹ 1,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2025_HRY_449108_1Bid Award Id
ViewTender No
2025AE634225 6AA7 428E AD45 657532294784125IRRTender Authority
Irrigation And Water Resources Department ViewPurchaser Address
-Website
http://https://hid.gov.in/
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BOQ Items
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[20.108.4]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) 4. 250mm i/d [Through Rate]
1770
1048
-
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[20.14.1]Providing and fixing cast iron double air valves of size given below marked with IS: 14845 including carriage, loading, unloading stacking, handling, re-handling etc., drilling, tapping, screwing in valves connections complete in all respects to the satisfaction of Engineer-in- charge. (Rate is same for 65mm/80mm/100 i/d pipes) 1. 65 mm i/d [Through Rate]
3
1915
-
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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]
23.815
78
-
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[4.16.1.2]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. [Through Rate]
1770
64
-
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[5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) [Through Rate]
0.933
1149
-
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[6.1.1]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: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]
1.364
3975
-
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[6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]
0.933
3476
-
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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]
3.11
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]
0.646
4374
-
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[6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate]
1.16
155
-
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[6.34.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. [Through Rate]
104.87
68
-
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[7.21.3]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 3. Cement mortar 1:3 (1 cement : 3 coarse sand) [Through Rate]
15.754
4347
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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]
1.364
2935
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