Public Works Department-PWD has published Tender For Rurban Scheme At Sabual During The Year 2017-18/ Sh Innovative Water Supply Scheme At Phuldungsei Under Jampui Hill Rd Block Area Under Dws Sub-Division Kanchanpur/ Sh Providing And Laying Of Gi Rising Pipe Line Innovative Water Supply Schem. Submission Date for this Tender is 07-02-2020. Pipe Laying Tenders in Jampui Hill Block, North Tripura Tripura. Bidders can get complete Tender details and download the document.
| NAME OF WORK : RURBAN scheme at Sabual during the year 2017-18/ SH: Innovative water supply scheme at Phuldungsei under Jampui Hill RD Block area under DWS sub-division Kanchanpur/ SH: Providing and laying of GI Rising pipe line in/c allied works. /Gr-I. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Providing and fixing G.I. pipes medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in – charge.\na) External work\ni) 150 mm dia. nominal bore | BI01010001010000000000000515BI0100001154 | 1200 | Mtr |
| 2 | 2 | Providing & fitting fixing of G.I. flange ( 10 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.\ni) 150 mm dia | BI01010001010000000000000515BI0100001155 | 800 | Nos |
| 3 | 3 | Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design. | BI01010001010000000000000515BI0100001156 | 300 | kg |
| 4 | 4 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:9\ni) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete. | BI01010001010000000000000515BI0100001157 | 600 | kg |
| 5 | 5 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.\ni) 150 mm dia | BI01010001010000000000000515BI0100001158 | 10 | Nos |
| 6 | 6 | Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.\ni) 150 x 80 mm dia | BI01010001010000000000000515BI0100001159 | 2 | Nos |
| 7 | 7 | Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge\ni) 150 mm nominal bore | BI01010001010000000000000515BI0100001160 | 3 | Nos |
| 8 | 8 | Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.\ni) 150 mm dia.\nA) PN - 1.6 | BI01010001010000000000000515BI0100001161 | 3 | Nos |
| 9 | 9 | Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately).\n i) 50 mm dia. | BI01010001010000000000000515BI0100001162 | 2 | Nos |
| 10 | 10 | Constructing masonry Chamber 90 x 90 x 100 cm, inside with brick work in cement mortar 1 : 4 ( 1 cement : 4 fine sand ) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and RCC top slab 1 : 2 : 4 mix ( 1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge.\ni) with 1st class bricks | BI01010001010000000000000515BI0100001163 | 2 | Nos |
| 11 | 11 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. \n -All kinds of soil | BI01010001010000000000000515BI0100001164 | 300 | Cum |
| 12 | 12 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.\n | BI01010001010000000000000515BI0100001165 | 6000 | Sqm |
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