Public Health Engineering Department-PHED has published Shifting Of 300Mm Dia D . I . M . S Supply Main Pipeline From Existing Alignment To Proposed New Alignment Along Peerbagh Bridge Near Nadru ( Water Supply Scheme Sukhnag ) For Carying Out The Construction Of Storm Water Drainage Scheme By Jk Economic . Submission Date for this Tender is 01-10-2020. Water Pipe Line Tenders in Peer Bagh Nadru Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 01-Oct-2020 | CorrigendumI | Other | 01-10-2020 |
| Name of Work: Shifting of 300mm dia D.I. / M.S Supply Main Pipeline from existing alignment to Proposed New Alignment along Peerbagh Bridge near Nadru (Water Supply Scheme Sukhnag) for Carying out the Construction of Storm Water Drainage Scheme by JK Economic Reconstruction Agency. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5Mtr. In width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan, depth upto 1.5Mtr. Including disposal of excavated earth upto 1Mtr. from cutting edge, disposed earth is to be levelled and neatly dressed in: All kinds of soil. (1 Mtr. from cutting edge).\n | BI01010001010000000000000515BI0100001120 | 194.73 | Cum |
| 2 | 2 | Supply and Filling of 2nd class sand/Stone Dust in trenches around pipes as a cushion placed in layers including compacting by tempering making of smooth grade by manual or other means. This also includes all carriages from source upto consumption site of work complete. | BI01010001010000000000000515BI0100001121 | 68.61 | Cum |
| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level. 1:4:8 (1 Cement : 4 Coarse sand : 8 Graded Stone aggregate 40mm nominal size) Crushed.\n | BI01010001010000000000000515BI0100001122 | 48 | Mtr |
| 4 | 4 | Providing, fixing of M.S fittings viz bends of suitable degrees / size to be fabricated out of 8mm thick plate as per the requirement of site. This item includes cost of lead, spun yarn and lead caulking, lead beating with insertion of spun yarn etc. The fittings should be leak proof and should be painted with Anticorrosive Red Oxide Primer and bituminous paint and including all carriages, leads lifts and cutting of pipes etc. complete.\n | BI01010001010000000000000515BI0100001123 | 676.97 | Kg |
| 5 | 5 | Cutting of existing MS Pipe using power driven cutter and connecting it with the proposed pipeline with the help of in situ electric arc welding. This job includes hire charges of power driven cutter, operator, welding set, 25KVA DG Set mouted on Tata Mobile, Skilled Welder, fuel all carriages etc. complete job.\n | BI01010001010000000000000515BI0100001124 | 1 | Job |
| 6 | 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.\n | BI01010001010000000000000515BI0100001125 | 57.6 | Cum |
| 7 | 7 | Supply and Filling of trenches by GSB / Nallah Muck from approved source including all carriages upto actual site of work. The material shall be natural having durable particles graded from fine to coarse in a uniform combination with no boulders larger than 80mm in size. It shall not contain excessive quantity of loam. The item including ramming, consolidation in layers., charges of T&P, equipment’s etc. required for completion of job. | BI01010001010000000000000515BI0100001126 | 50.4 | Cum |
| 8 | 8 | Disposal of surplus excavated earth by mechanical means for an avg. lead of 01Kms including loading, unloading and stacking. | BI01010001010000000000000515BI0100001127 | 72 | Cum |
| 9 | 9 | Providing and laying dry stone soling in foundation trenches hand packed and consolidated by hand ramming (Quarry) (For Thrust Block). | BI01010001010000000000000515BI0100001128 | 1.15 | Cum |
| 10 | 10 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:\ni. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) (For Thrust Block).\n\n | BI01010001010000000000000515BI0100001129 | 0.768 | Cum |
| 11 | 11 | Centering and shuttering including strutting, propping etc. and removal of form work for: \ni. Walls (any thickness) including attached pilasters buttresses, plinth and string course etc. \n | BI01010001010000000000000515BI0100001130 | 27 | Sqm |
| 12 | 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.\ni. Thermo-Mechanically Treated bars of grade Fe-500D or more. (For Thrust Block).\n | BI01010001010000000000000515BI0100001131 | 785.6 | Kg |
| 13 | 13 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. \ni. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).\n | BI01010001010000000000000515BI0100001132 | 9.82 | Cum |
| 14 | 14 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. | BI01010001010000000000000515BI0100001133 | 360 | Kl |
| 15 | 15 | Providing and fixing of 300mm dia ISI make Sluice Valve Kirloskar / VAG make of 1.6 rating which includes all carriages from source to site and all necessary fittings / welding charges etc. | BI01010001010000000000000515BI0100001134 | 1 | No |
| 16 | 16 | Setting right of broken water supply connections, cables and other utility services damaged if any during execution of laying of pipeline. The job includes cost of fittings, fixture and whatsoever required for successful completion of job. | BI01010001010000000000000515BI0100001135 | 1 | Job |
| 17 | 17 | Carriage of material from different sources to actual site of work by mechanical transport. | BI01010001010000000000000515BI0100001136 | ||
| 18 | 17.1 | i. Cement and Steel from Divisional Store for an avg. lead 30Kms | BI01010001010000000000000515BI0100001137 | 4.84 | MT |
| 19 | 17.2 | ii. Sand and Stone aggregate 20mm nominal size for an avg. lead of 18Kms. | BI01010001010000000000000515BI0100001138 | 13.59 | Cum |
| 20 | 17.3 | iii. 40mm dia Stone aggregate for an avg. lead of 18Kms | BI01010001010000000000000515BI0100001139 | 0.69 | Cum |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
