Public Works Department-PWD has published Jjm Scheme Under Dws Sub Div Jirania Sh . Providing Domestic Water Supply Connection The Year Individual House Hold During 2019-20 Group-I Please Refer The Dniet. Submission Date for this Tender is 30-04-2020. Water Supply Project Tenders in Agartala Tripura. Bidders can get complete Tender details and download the document.
Name of Work: JJM scheme under PWD (DWS) Sub-Division Jirania/SH: providing domestic water supply connection in the individual household during the year 2019-20 (Group-I) | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Excavating trenches of required width for pipes cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms , depth up to 1500mm(slope 1 in 200) including getting out the excavated soil and back filling of soil as required after laying of pipe line, in layers not exceeding 200 mm depth including consolidating each deposited layer by ramming watering etc. and disposing of surplus excavated soil with all required leads as per chapter –2 of CPWD specification and direction of the Engineer-in-charge.\nA) For UPVC pipe lines in new work \n a) In all kinds of soil.\n i) For pipes not exceeding 90 mm dia. | Item 1 | 4000 | Mtr. |
2 | 1.01 | For GI/CI/DI pipes in new work In all kinds of soil I) for pipes not exceeding 90mm dia | Item 2 | 200 | Mtr. |
3 | 2 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer-in-charge. (Cost of earth work and fittings will be paid separately) i) 15 mm dia | Item 3 | 3000 | Mtr. |
4 | 2.01 | ii) 25mm dia | Item 4 | 200 | Mtr. |
5 | 2.02 | iii) 32mm dia | Item5 | 300 | Mtr. |
6 | 3 | Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. A. Class - 3 ( working pressure 6.0 kg / cm2) i) 40 mm OD | Item 6 | 500 | Mtr. |
7 | 4 | Providing & fixing of Brass ferrule with C.I cover conforming to IS: 2692 including boring & tapping the main as per CPWD specification and direction of the Engineer-in-charge.\ni)10 mm dia. nominal bore. | Item 7 | 700 | No. |
8 | 5 | Providing & fixing G.I pipes medium class as per IS:1239 with latest amendment complete with G.I fittings including trenching & refilling, cutting and making good the walls etc. complete as per specification and direction of the Engineer-in-charge.\nA. External work.\ni) 15 mm dia. nominal bore | Item 8 | 700 | Mtr. |
9 | 5.01 | ii) 40 mm dia. nominal bore | Item 9 | 50 | Mtr. |
10 | 5.03 | ii) 25 mm dia. nominal bore | Item10 | 50 | Mtr. |
11 | 6 | Making road crossing by horizontal boring for smooth lying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-Charge.\nB. By manual means. | Item 11 | 200 | Mtr. |
12 | 7 | Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and up to 50 m lead etc. complete as per direction of the Engineer- in-charge:- i) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | Item 12 | 10 | Cum |
13 | 8 | Dismantling of Brick Solling, Stacking servicalbe materials and unservicable materials separately with all lifts and upto a lead of 50 m by manual means as per MoRD Technical Specification Clause 201. | Item 13 | 50 | Cum |
14 | 9 | Cutting of Bituminous Road: Dismantling of Bituminous road including granular base and sub base of existing road and stacking of serviceable & unserviceable materials within 50 meters lead as per direction of the Engineer-in-Charge. | Item 14 | 30 | Cum |
15 | 10 | Providing and fixing G.I socket as per CPWD specification & direction of the Engineer –in-charge.\ni) 15 mm dia. | Item 15 | 700 | No. |
16 | 11 | Providing and fixing G.I union as per CPWD specification & direction of the Engineer –in-charge.\ni) 15 mm dia. | Item 16 | 700 | No. |
17 | 12 | Providing and fixing G.I bend/elbow in the pipe line in/c testing of joints complete as per CPWD specification as per direction of the Engineer –in- charge.\ni) 15 mm dia. | Item 17 | 1400 | No. |
18 | 13 | Providing and fixing G.I nipple of medium class as per CPWD specification and direction of the Engineer –in- charge.\ni) 15 mm dia 150 mm long. | Item 18 | 700 | No. |
19 | 14 | Providing andfitting, fixing PVC/plastic Bib cock confirming to IS:9763 in hydrant points at different location as per specification and direction of the Engineer - in - charge. i) 15 mm dia | Item 19 | 700 | No. |
20 | 15 | charges for making hold by driling and making thread by tread bit in the CI/ DI pipes as per spefication and direrction of the Engg-in-charge. i) 10 mm dia nominal bore | Item 20 | 100 | No. |
21 | 16 | Providing and fixing UPVC service saddle as per CPWD specification and direction of the Engg-in-charge. I) 40mm dia with 15mm dia opening | Item21 | 50 | No. |
22 | 16.01 | I) 50mm dia with 15mm dia opening | Item 22 | 50 | No. |
23 | 16.02 | II) 90mm dia with 15mm dia opening | Item 23 | 200 | No. |
24 | 16.03 | III) 110 mm dia with 15mm dia opening | Item 24 | 200 | No. |
25 | 16.04 | IV) 140mm dia with 15mm dia opening | Item 25 | 200 | No. |
26 | 17 | Providing and laying in position Cement concrete of specified grade excluding the cost and shuttering- All work upto plith level i. 1:3:6 (1 cement: 3 fine sand : 6 graded well burnt brick aggragate 20 mm nominal size | Item 26 | 29.4 | No. |
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