Public Works Department-PWD has published Drinking W S Arrangement Jjm Of Lefunga Block Dws S D , Mohanpur Sh Const Of 5 Nos Sbdtw Size ( 150 Mm X 100 Mm ) With Inst Of Pump Set , Laying Pipe Line , Domestic Water Supply Connection And Other Allied Works Group No Iv , 2Nd Call Please Re. Submission Date for this Tender is 22-12-2020. Water Supply Project Tenders in Agartala Tripura. Bidders can get complete Tender details and download the document.
| Name of Work:- "Drinking Water Supply Arrangement under "JAL JIVAN MISSION" (JJM) Scheme under Lefunga RD Block under Mohanpur PWD(DWS) Sub-Division, Mohanpur / SH: Construction of 5 (Five) Nos SBDTW scheme size (150 mm X 100 mm) along with installation of pump set, Laying distribution pipe line, Providing individual domestic water supply connection and other allied works / Group No.-IV" | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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.\n A. Class - 3 ( working pressure 6.0 kg / cm2) | |||
| 2 | 1.01 | i) 40 mm OD | 3000 | Mtr. | |
| 3 | 1.02 | ii) 50 mm OD | 1000 | Mtr. | |
| 4 | 2 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. | |||
| 5 | 2.01 | i) 40 mm dia | 30 | No | |
| 6 | 2.02 | ii) 50 mm dia | 10 | No | |
| 7 | 3 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. | |||
| 8 | 3.01 | i) 40 mm dia | 20 | No | |
| 9 | 4 | Providing, fixing and laying fabricated UPVC equal tee conforming 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. | |||
| 10 | 4.01 | i) 40 x 40 mm dia | 30 | No | |
| 11 | 4.02 | ii) 50 x 50 mm dia | 10 | No | |
| 12 | 5 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. | |||
| 13 | 5.01 | i) 50 x 40 mm dia | 15 | No | |
| 14 | 6 | Providing and fixing G.I. pipes medim 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 \n.A. External work. | |||
| 15 | 6.01 | i) 15 mm dia. nominal bore | 100 | Mtr. | |
| 16 | 6.02 | ii) 40 mm dia nominal bore. | 180 | Mtr. | |
| 17 | 7 | Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge. | |||
| 18 | 7.01 | i) 10 mm nominal bore | 100 | No | |
| 19 | 8 | Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge. | |||
| 20 | 8.01 | i) 15 mm dia 150 mm long | 100 | No | |
| 21 | 8.02 | ii) 15 mm dia 225 mm long | 100 | No | |
| 22 | 9 | Providing and fixing C. I. Bib cock ( long handle ) as per CPWD specification and direction of the Engineer - in -charge. | |||
| 23 | 9.01 | i) 15 mm dia | 100 | No | |
| 24 | 10 | Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge. | |||
| 25 | 10.01 | (i) 40 mm dia with 15 mm dia opening | 75 | No | |
| 26 | 10.02 | (ii) 50 mm dia with 15 mm dia opening | 25 | No | |
| 27 | 11 | Providing and Fitting fixing of brass fullway valve with handle in the GI pipeline including cutting,threating etc.complete as per CPWD specification and direction of the Engineer-in-charge. | |||
| 28 | 11.01 | (i) 40 mm dia | 10 | No | |
| 29 | 11.02 | (ii) 50 mm dia | 10 | No | |
| 30 | 12 | 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). | |||
| 31 | 12.01 | i) 15 mm dia | 500 | Mtr | |
| 32 | 12.02 | iii) 25 mm dia | 500 | Mtr | |
| 33 | 13 | Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, 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. \nA) For UPVC pipes in new work. \na. All kind of Soils | |||
| 34 | 13.01 | i) For pipes not exceeding 90 mm dia | 4940 | Mtr | |
| 35 | 14 | 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. | |||
| 36 | 14.01 | 1) 15 mm dia | 200 | No | |
| 37 | 15 | Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. | |||
| 38 | 15.01 | i) 40 x 40 x 25 mm dia | 15 | No | |
| 39 | 15.02 | ii) 50 x 50 x 25 mm dia | 15 | No | |
| 40 | 15.03 | iii) 50 x 50 x 40 mm dia | 15 | No | |
| 41 | 16 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. | |||
| 42 | 16.01 | i) 15 mm dia | 200 | No | |
| 43 | 16.02 | ii) 25 mm dia | 10 | No | |
| 44 | 16.03 | iii) 40 mm dia | 60 | No | |
| 45 | 16.04 | iv) 50 mm dia | 20 | No | |
| 46 | 17 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. | |||
| 47 | 17.01 | i) 15 mm dia | 100 | No | |
| 48 | 18 | Providing & shrouding of the deep tube well assembly with washed pea gravels (2.0 - 4.75 mm effective size) as per specification (IS: 4097) and direction of the Engineer - in - charge. \nA. With contractor's rig\n | |||
| 49 | 18.01 | i) With Pea gravels obtained from Durgapur, West Bengal. | 15 | Cum | |
| 50 | 19 | Providing and fixing of UPVC end cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge. | |||
| 51 | 19.01 | (i) 150 mm dia | 5 | No | |
| 52 | 20 | 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.\n | |||
| 53 | 20.01 | (i) 150 x 100 mm dia | 5 | No | |
| 54 | 21 | Providing and fixing of housing clamp ( made with 12 mm thick MS sheet ) along with well cap (made with 10 mm thick MS sheet ) with necessary arrangements for SBDTW as per specification and direction of the Engineer - in - charge. | |||
| 55 | 21.01 | (i)150 mm dia | 5 | No | |
| 56 | 22 | 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, reservation of samples in polythene bags / sample boxes and disposal of excess soil or mud, including the cost for water etc. asrequired to maintain the pilot hole properly as per specification and direction of the Engineer - in - charge.\n | |||
| 57 | 22.01 | (a) 100 mm dia | 450 | Mtr | |
| 58 | 23 | 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 Engineer - in - charge. | |||
| 59 | 23.01 | (a) From 100 mm dia pilot hole to 250 mm bore hole | 450 | Mtr | |
| 60 | 24 | Providing & 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.\n (A) 'CM' Casing pipe - | |||
| 61 | 24.01 | (i) 150 mm dia | 180 | Mtr | |
| 62 | 24.02 | (ii) 100 mm dia | 120 | Mtr | |
| 63 | 24.03 | (B) RS pipe -\n(i) 100 mm dia | 150 | Mtr | |
| 64 | 25 | 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. | 450 | Mtr | |
| 65 | 26 | Making road crossing by horizontal boaring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. \n | |||
| 66 | 26.01 | A. By manual means | 60 | mtr | |
| 67 | 27 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.\n(a) All work upto plinth livel | |||
| 68 | 27.01 | i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded brick aggregate 40 mm nominal size) cum well burnt | 2.5 | Cum | |
| 69 | 28 | Supplying and installation of water lubricated submersible pump of duke made (Model No DSP4RFH05) having capacity 2000 GPH capacity at Total Head upto 45 Mtr coupled with submerssible motor 3 HP suitable for 240 volt (+10% variation) single phase 50 HP AC supply DOL starting methode to run at 2880 RPM along with 35.00 mtr 2.50 sqm PVC insulated 3 (three) core flat copper cable including fitting fixing and lowering with 40 mm dia GI pipe upto to required depth etc complete as per direction of the Engineer in charge. (required 40/32 mm dia GI pipe will be supplied by department at free of cost or paid separately). | 5 | Job | |
| 70 | 29 | Supplying & fitting, fixing of MS box of having size 60cm X60cm X 45 cm with sloped roof and front shutter with locking arrangement fitted with 4 (four) no 10mm X 10mm X 6mm MS angle of 1.60 mtr long including providing and fitting wooden board inside the box having size 55cm X 55cm X 1inch thick for fitting all the electrical features like starter, Main switch & including cost of necessary painting & embeding the box with cc block size 30cm X 30cm X 60 cm with 1:2:4 (1 cement:2 river sand: 4 jhama brick aggregate 20 mm nominal gauge) as per direction of the Engineer in Charg. (starter, Mainswitch will be paid separately) | 5 | Job | |
| 71 | 30 | Supplying & fitting, fixing of single phase motor starter pannel unit 3 HP capacity comprising with 2 pole conductor, overload relay, capacitor, volts meter of BCH/L&T make with necessary copper wire etc. complete as per direction of the engineer in charge. | 5 | No | |
| 72 | 31 | Supplying & fitting fixing of 32 Amps Single Phase Main Switc of BCH/L&T/ havels'smake with necessary copper wire etc.complete as per direction of th Engineer-in -Charge | 5 | No |
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