Public Works Department-PWD has published Sinking Of Tube Wells ( 155Mmx100mmx70 Mtr . Depth ) In South Tripura District , Tripura Under Pmksy ( Hkkp ) During The Year 2019-20 . ( For Hrishyamukh Block ) . Submission Date for this Tender is 16-03-2020. Tube Well Tenders in Belonia Tripura. Bidders can get complete Tender details and download the document.
Name of Work: Sinking of Tube Wells ( 155mmx100mmx70 mtr.depth) in South Tripura District, Tripura under PMKSY (HKKP) during the year 2019-20.(FOR HRISHYAMUKH BLOCK). | |||||
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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. in 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. ( all kinds of soil).For UPVC pipes in new work not exceeding 90 mm. dia. | BI01010001010000000000000515BI0100001113 | 3000 | Mtr |
2 | 2 | Construction of Barak Bamboo scaffolding for drilling and lowering of tube well including cutting a tank 2.00mx2.00mx0.90m size in drilling point & connecting the two tanks with 0.3 mtr. Width & 0.15 m. deep drain. | BI01010001010000000000000515BI0100001114 | 15 | jobs |
3 | 3 | Drilling and boring pilot hole in any soil strata by manual means, collection of soil samples of different strata met with during drilling at various suitable levels, preservation of samples in polythene bags/ sample boxes and disposal of excess soil or mud, including the cost for water etc. as required to maintain the pilot hole properly as per specification and direction of the Engg.-in-Charge. A) 100 mm. dia | BI01010001010000000000000515BI0100001115 | 1050 | Mtr |
4 | 4 | Reaming of pilot hole to an enlarged bore hole in any soil strata by manual means, disposal of excess soil or mud, including the cost for water etc. as required to maintain the bore hole properly as per specification and direction of the Engineering-in-Charge. a) From 100mm. dia. Pilot hole to 250 mm. bore hole. | BI01010001010000000000000515BI0100001116 | 1050 | Mtr |
5 | 5 | Providing and lowering of UPVC pipe as per IS: 12818 after washing of the bore hole by manual means as per specification and direction of the Engineer – in – Charge. | BI01010001010000000000000515BI0100001117 | ||
6 | 5.01 | A) CM housing pipe. i) 150 mm. dia | BI01010001010000000000000515BI0100001118 | 360 | Mtr |
7 | 5.02 | A) CM housing pipe. ii)100mm dia PVC filter | BI01010001010000000000000515BI0100001119 | 315 | Mtr |
8 | 5.03 | B) RS pipe i) 100 mm. dia casing pipe | BI01010001010000000000000515BI0100001120 | 375 | Mtr |
9 | 6 | Providing, fixing and laying fabricated UPVC end cap confirming to IS : 10124 (Part 4) with solvent cement confirming to IS :14182 including testing of joints complete as per CPWD specification and direction of the Engineer – in – Charge. 50 mm. dia | BI01010001010000000000000515BI0100001121 | 15 | Nos |
10 | 7 | Providing and fixing of UPVC reducer suitable for UPVC CM casing or CS casing or RS pipes as per specification and direction of the Engineer-in-Charge | BI01010001010000000000000515BI0100001122 | ||
11 | 7.01 | i) 150x100 mm. dia | BI01010001010000000000000515BI0100001123 | 15 | Nos |
12 | 7.02 | ii) 65x50 mm. dia | BI01010001010000000000000515BI0100001124 | 15 | Nos |
13 | 8 | Providing and shrouding of DTW assembly with washed pe-gravels ( 4-8 mm. effective size) as per specification ( IS: 4097) and direction of the Engineer-in-charge.With pe-gravel obtain from Golaghat, Assam. | BI01010001010000000000000515BI0100001125 | 67.5 | Cum |
14 | 9 | Washing and Development of Tube Well by using hand pump or by any suitable method and testing of the Well as per specification and direction of the Engineer-in-charge | BI01010001010000000000000515BI0100001126 | 1050 | Mtr |
15 | 10 | Providing and Installation of 3 HP (4V06RS3 Model) submersible pump with 45 Mtr working head and discharge capacity of 400 LMP=6.67 LPS (electrical) with LT control Panels connected with 100 mtr. Insulated cables from the distribution line, 2 nos. electric pole 8.50 mtr. long , 7/16 cable, well cap, housing clamp, column pipes, 3 phase earthing with all accessories complete | BI01010001010000000000000515BI0100001127 | 11 | jobs |
16 | 11 | Providing and fixing of PVC union joint ( medium class) with the pipe line including testing of joints complete as CPWD specification and direction of the Engineer-in-charge . a) 50 mm. dia. | BI01010001010000000000000515BI0100001128 | 15 | Nos |
17 | 12 | Providing ,fixing and laying Rigid UPVC pipes confirming to IS:4985 jointing with couplers of same class confirming to IS: 10124 ( Part-2) with solvent cement confirming 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. (working pressure 4.00kh./sqm.) i)50 mm | BI01010001010000000000000515BI0100001129 | 3000 | Mtr |
18 | 13 | Providing, fixing and laying fabricated UPVC bend of required degree confirming to IS:10124( Part-8/9/10/11/12/13) with solvent cement confirming to IS:14182 including testing of joints complete as per CPWD specification and direction of the Engineer-in-Charge | BI01010001010000000000000515BI0100001130 | ||
19 | 13.01 | i) 65 mm. dia | BI01010001010000000000000515BI0100001131 | 15 | Nos |
20 | 13.02 | ii) 50 mm. dia | BI01010001010000000000000515BI0100001132 | 60 | Nos |
21 | 14 | Providing ,fixing and laying fabricated UPVC equal Tee confirming to IS:10124 ( part-5) with solvent cement conforming to Is:14182 including testing of joints complete as per CPWD specification and direction of the Engineer-In-Charge. a) 50x50x50 mm. dia | BI01010001010000000000000515BI0100001133 | 15 | Nos |
22 | 15 | Providing and fitting fixing of G.I. hydrant making with 0.40 mtr. Horizontal and 1.25 mtr. Vertical G.I. pipe ( medium) suitable for fitting fixing of UPVC distribution line as per direction o the Engineer-in-Charge. a) 50x 40 mm. dia | BI01010001010000000000000515BI0100001134 | 120 | Nos |
23 | 16 | Hydrological and Geological Investigation for site selection | BI01010001010000000000000515BI0100001135 | 15 | Jobs |
24 | 17 | Cost towards electric connection up to the tube well | BI01010001010000000000000515BI0100001136 | 11 | Jobs |
25 | 18 | Providing earthing with perforated 40 mm. dia. G.I. pipe( medium class) ( 12 mm. dia. Perforation) laying of 4 mm. dia. G.I. weir from earth electrode to panel including excavating hole of 600mm.dia. and re-filling with salt and charcoal/coke in alternate layers of 300 mm. as per standard specification and direction of the Engineer-in-Charge. i) For 3phase connection with 4.00 mtr. Long G.I. pipe | BI01010001010000000000000515BI0100001137 | 15 | Jobs |
26 | 19 | Providing and Installation of 3 HP (4V06RS3 Model) submersible pump with 45 Mtr working head and discharge capacity of 400 LMP=6.67 LPS ( Solar energy) with LT control panels connected with 100.00 mtr insulated cable from the distribution lines, 2 no. electric poles of 8.50 mtr. Long each, 7/16 cable, well cap, housing clamp, column pipe, 3 phase earthing with all accessories complete | BI01010001010000000000000515BI0100001138 | 4 | Set |
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