Haryana Irrigation And Water Resources Department has published Laying Rcc Pipeline To Drain Out The Flood Water Of Village Ajeet Nagar From Rd 0-2500 Outfall Into Markanda River. Submission Date for this Tender is 26-05-2022. Pipe Laying Tenders in kaithal Haryana. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 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 all kind of soil HSR 4.12.1. |
| 2 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, 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: Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm HSR 4.16.1.3 |
| 3 | Providing lowering cutting jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed joints manufactured with ISi marked sulphate resistance cement as per ISi 12330 with rubber rings ISi marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1: 3/2 cement sand mortar and with end dowels filled with 1: 3/2. cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No . 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being 600 mm : HSR 21.95.5 |
| 4 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) HSR 6.22.2.2 All works upto plinth level |
| 5 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. All works up to plinth level HSR 6.25.1 |
| 6 | Providing, hoisting and fixing above plinth level up to floor four level precast reinforced cement concrete in lintels, beams and bressumers, including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) HSR No. 6.46 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more HSR No. 6.33.6 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work forFoundations, footings, bases for columns HSR 6.29.1 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. HSR 6.30.2 |
| 10 | 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: 1:3:6 (1 Cement : 3 coarse sand (zone-Ill): 6 graded stone aggregate 40 mm nominal size) HSR 6.1.5 |
| 11 | Brick work with common burnt non clay modular bricks of class designation 10 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand HSR 7.21.1 Brick Bats |
| 12 | 12 mm cement plaster of mix 1 :4 (1 cement: 4 fine sand) HSR 11.5.3 |
| 13 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, up to 90 metre depth below ground level. 300 mm dia HSR 33.6.1.1 |
| 14 | Supplying, assembling, lowering and fixing in vertical position in bore well, Unplasticised PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.200 mm nominal size dia HSR 33.8.3 |
| 15 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumastic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia HSR 33.11.3 |
| 16 | Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravellayer, for all leads & lifts, all complete as per direction of Engineer -in-charge. HSR 33.14 |
| 17 | Supplying, filling, spreading & levelling gravels of size range 5 mm to 1 O mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. HSR 33.13 |
| 18 | Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. HSR 33.12 |
| 19 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge HSR No. 33.15 |
| 20 | Wire Creats 1.20 m x 1.20 m from akk directions of GI wire, filled with boulders with square-cut faces against the wire-4.00 mm dia G.I. wire 15 cm x 15cm mesh (diagonal wise) N.S. |
| 21 | Filing stones or spalls into crates, and hand-packing by mechanical means mannual means HSR No. 16.32 |
| 22 | Stone or kankar block pitching-by mechanical means mannual means On slopes of guide banks and protection works HSR No. 16.42.2 |
| 23 | Stone or kankar block pitching-horizental HSR No. 16.42.1 |
| 24 | Filling stone or spalls on level HSR No. 16.44.1 |
| 25 | Filling stone or spalls by mechanical means mannual means On side slopesbehind pitching HSR No. 16.44.2 |
| 26 | Supply and laying stone boulder approved size NS |
| 27 | Supply and laying stone spall approved size NS |
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