Public Works Department-PWD has published Tender For Dtw Scheme At North Deocherra Under Panisagar Block / Sh: Laying Of Upvc Distribution System. Submission Date for this Tender is 16-04-2020. Pipe Laying Tenders in Panisagar Tripura. Bidders can get complete Tender details and download the document.
| Name of Work: DTW Scheme at North Deocherra under Panisagar Block / SH: laying of UPVC distribution system. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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\nIn all kinds of soil \ni) For pipes not exceeding 90 mm dia | BI01010001010000000000000515BI0100001139 | 804 | mtr |
| 2 | 1.01 | ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia | BI01010001010000000000000515BI0100001140 | 1824 | mtr |
| 3 | 2 | Labour Charge for laying of different dia rigid UPVC pipes of working pressure 2.50 kg/Sqcm complete with necessary Coupler and cement solvent joint ( Pipe ,Coupler and cement solvant will be issued at free of cost) | BI01010001010000000000000515BI0100001141 | ||
| 4 | 2.01 | 90 mm dia | BI01010001010000000000000515BI0100001142 | 804 | mtr |
| 5 | 2.02 | 110 mm dia | BI01010001010000000000000515BI0100001143 | 660 | mtr |
| 6 | 2.03 | 140 mm dia | BI01010001010000000000000515BI0100001144 | 720 | mtr |
| 7 | 2.04 | 160 mm dia | BI01010001010000000000000515BI0100001145 | 354 | mtr |
| 8 | 2.05 | 200 mm dia | BI01010001010000000000000515BI0100001146 | 90 | mtr |
| 9 | 3 | 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. | BI01010001010000000000000515BI0100001147 | ||
| 10 | 3.01 | 110 x 90 mm dia | BI01010001010000000000000515BI0100001148 | 8 | Nos |
| 11 | 3.02 | 140 x 110 mm dia | BI01010001010000000000000515BI0100001149 | 5 | Nos |
| 12 | 3.03 | 160 x 140 mm dia | BI01010001010000000000000515BI0100001150 | 4 | Nos |
| 13 | 3.04 | 200 x 160 mm dia | BI01010001010000000000000515BI0100001151 | 3 | Nos |
| 14 | 4 | Providing fitting, fixing and laying fabricated UPVC equal tee one side lower at one end and both end socketted suitable for UPVC pipe as per IS specification complete with cement solvant joint | BI01010001010000000000000515BI0100001152 | ||
| 15 | 4.01 | 90 x 90 x 90 mm dia | BI01010001010000000000000515BI0100001153 | 14 | Nos |
| 16 | 4.02 | 110 x 110 x 110 mm dia | BI01010001010000000000000515BI0100001154 | 5 | Nos |
| 17 | 4.03 | 140 x 140 x 140 mm dia | BI01010001010000000000000515BI0100001155 | 2 | Nos |
| 18 | 4.04 | 160 x 160 x 160 mm dia | BI01010001010000000000000515BI0100001156 | 1 | Nos |
| 19 | 5 | Providing and fitting,fixing UPVC unequal Tee one side lower at one end and both end socketted suitable for UPVC pipe as per IS specification complete with cement solvant joint | BI01010001010000000000000515BI0100001157 | ||
| 20 | 5.01 | 110 x 110 x 90 mm dia | BI01010001010000000000000515BI0100001158 | 12 | Nos |
| 21 | 5.02 | 140 x 140 x 110 mm dia | BI01010001010000000000000515BI0100001159 | 3 | Nos |
| 22 | 5.03 | 140 x 140 x 90 mm dia | BI01010001010000000000000515BI0100001160 | 4 | Nos |
| 23 | 5.04 | 160 x 160 x 140 mm dia | BI01010001010000000000000515BI0100001161 | 1 | Nos |
| 24 | 5.05 | 160 x 160 x 110 mm dia | BI01010001010000000000000515BI0100001162 | 2 | Nos |
| 25 | 5.06 | 200 x 200 x 160 mm dia | BI01010001010000000000000515BI0100001163 | 4 | Nos |
| 26 | 5.07 | 200 x 200 x 140 mm dia | BI01010001010000000000000515BI0100001164 | 4 | Nos |
| 27 | 5.08 | 200 x 200 x 110 mm dia | BI01010001010000000000000515BI0100001165 | 4 | Nos |
| 28 | 5.09 | 200 x 200 x 90 mm dia | BI01010001010000000000000515BI0100001166 | 1 | Nos |
| 29 | 6 | 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 : 14824 including testing of joints complete as per CPWD specification. | BI01010001010000000000000515BI0100001167 | ||
| 30 | 6.01 | 90 mm dia | BI01010001010000000000000515BI0100001168 | 4 | Nos |
| 31 | 6.02 | 110 mm dia | BI01010001010000000000000515BI0100001169 | 3 | Nos |
| 32 | 6.03 | 140 mm dia | BI01010001010000000000000515BI0100001170 | 3 | Nos |
| 33 | 6.04 | 160 mm dia | BI01010001010000000000000515BI0100001171 | 5 | Nos |
| 34 | 6.05 | 200 mm dia | BI01010001010000000000000515BI0100001172 | 4 | Nos |
| 35 | 7 | 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 . | BI01010001010000000000000515BI0100001173 | ||
| 36 | 7.01 | 90 mm dia | BI01010001010000000000000515BI0100001174 | 15 | Nos |
| 37 | 7.02 | 110 mm dia | BI01010001010000000000000515BI0100001175 | 10 | Nos |
| 38 | 7.03 | 140 mm dia | BI01010001010000000000000515BI0100001176 | 3 | Nos |
| 39 | 8 | Providing and fitting,fixing G.I hydrant making with 0.305 m horizontal and 1.25m vertical G.I. pipe (medium) suitable for fitting fixing of UPVC distribution line as per direction of the Engg.-in-charge | BI01010001010000000000000515BI0100001177 | ||
| 40 | 8.01 | 80x50 mm dia | BI01010001010000000000000515BI0100001178 | 45 | Nos |
| 41 | 8.02 | 100x50 mm dia | BI01010001010000000000000515BI0100001179 | 5 | Nos |
| 42 | 9 | 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. | BI01010001010000000000000515BI0100001180 | ||
| 43 | 9.01 | 200 mm dia | BI01010001010000000000000515BI0100001181 | 2 | Nos |
| 44 | 9.02 | 150 mm dia \n | BI01010001010000000000000515BI0100001182 | 4 | Nos |
| 45 | 9.03 | 125 mm dia | BI01010001010000000000000515BI0100001183 | 3 | Nos |
| 46 | 9.04 | 100 mm dia | BI01010001010000000000000515BI0100001184 | 1 | Nos |
| 47 | 10 | Providing and fixing of rigid UPVC tail piece with GI flange suitable for pipes IS specification complete with cement solvant joint | BI01010001010000000000000515BI0100001185 | ||
| 48 | 10.01 | 200 mm dia | BI01010001010000000000000515BI0100001186 | 4 | Nos |
| 49 | 10.02 | 160 mm dia \n | BI01010001010000000000000515BI0100001187 | 8 | Nos |
| 50 | 10.03 | 140 mm dia | BI01010001010000000000000515BI0100001188 | 6 | Nos |
| 51 | 10.04 | 110 mm dia | BI01010001010000000000000515BI0100001189 | 2 | Nos |
| 52 | 11 | Providing and fixing GI pipes medium class as IS 1239 with latest amendment complete with GI fittings i/c trenching and refilling cutting and making good the walls are complete as per CPWD specification and direction of Engg.-in-charge a) External work For road and orther special spot crossing. | BI01010001010000000000000515BI0100001190 | ||
| 53 | 11.01 | 150 mm dia nominal bore \n | BI01010001010000000000000515BI0100001191 | 24 | mtr |
| 54 | 11.02 | 125 mm dia nominal bore \n | BI01010001010000000000000515BI0100001192 | 18 | mtr |
| 55 | 11.03 | 100 mm dia nominal bore \n | BI01010001010000000000000515BI0100001193 | 18 | mtr |
| 56 | 12 | 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. | BI01010001010000000000000515BI0100001194 | ||
| 57 | 12.01 | 100 mm dia | BI01010001010000000000000515BI0100001195 | 2 | Nos |
| 58 | 13 | Providing and fitting fixing of G.I flange(10 mm wall thickess) by welding with G.I/M.S pipe and placing position as per specification and the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001196 | ||
| 59 | 13.01 | 150 mm dia | BI01010001010000000000000515BI0100001197 | 10 | Nos |
| 60 | 13.02 | 125 mm dia | BI01010001010000000000000515BI0100001198 | 8 | Nos |
| 61 | 13.03 | 100 mm dia | BI01010001010000000000000515BI0100001199 | 8 | Nos |
| 62 | 14 | Providing & fixing rubber flange Washer 3 mm thick at site of work | BI01010001010000000000000515BI0100001200 | ||
| 63 | 14.01 | 150 mm dia | BI01010001010000000000000515BI0100001201 | 10 | Nos |
| 64 | 14.02 | 125 mm dia | BI01010001010000000000000515BI0100001202 | 8 | Nos |
| 65 | 14.03 | 100 mm dia | BI01010001010000000000000515BI0100001203 | 8 | Nos |
| 66 | 15 | 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. -All kinds of soil a) By Manual means | BI01010001010000000000000515BI0100001204 | 32.5 | cum |
| 67 | 16 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.\n | BI01010001010000000000000515BI0100001205 | 2.89 | cum |
| 68 | 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering All work upto plinth level: | BI01010001010000000000000515BI0100001206 | ||
| 69 | 17.01 | 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001207 | 8.38 | Cum |
| 70 | 18 | First class brick work in foundation and plinth including cost of all materials as required complete: In cement mortar 1:4 ( 1 cement : 4 fine sand ). | BI01010001010000000000000515BI0100001208 | 9.37 | Cum |
| 71 | 19 | 12 mm cement plaster in single layer i/c cost of materials required and finishing even and smooth and curing complete. In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) | BI01010001010000000000000515BI0100001209 | 50 | Sqm |
| 72 | 20 | Providing and laying of different dia UPVC pipes of working pressure 2.50/4.00 kg/Sqcm for the repairing of leakage ex/c the cost of earth cutting Coupler and cement solvent joint ( Pipe ,Coupler and cement solvant as direction of the Engg.-in-charge | BI01010001010000000000000515BI0100001210 | ||
| 73 | 20.01 | 90 mm dia | BI01010001010000000000000515BI0100001211 | 72.55 | mtr |
| 74 | 20.02 | 110 mm dia | BI01010001010000000000000515BI0100001212 | 107.84 | mtr |
| 75 | 20.03 | 140 mm dia | BI01010001010000000000000515BI0100001213 | 169.61 | mtr |
| 76 | 20.04 | 160 mm dia | BI01010001010000000000000515BI0100001214 | 223.53 | mtr |
| 77 | 20.05 | 200 mm dia | BI01010001010000000000000515BI0100001215 | 328.43 | mtr |
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