Tripura Industrial Development Corporation Limited-TIDCL has published Tender For Laying Of Effluent Pipeline From Rubber Industry To Cetp At Bodhjungnagar Industrial Complex During The Year 2023 24 Group Ii. Submission Date for this Tender is 16-10-2023. Pipe Laying Tenders in West Tripura Tripura. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavating trenches of required width 741.69 for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth up to 1.5m,in/c getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc. And disposing of surplus excavated soil as directed, within a lead of 50m. All kinds of soil. Pipes, cables etc. exceeding 80mm dia but not exceeding 300 mm dia. 1×526.00=526.00 |
| 2 | Supplying of UPVC pipe having safe pressure 10 kg/cm2working conforming to IS 4985-81 and laying directly in the excavated trench at a depth of .75 mtr. From NGL in/c jointing, fixing of pipe fittings at desired location by heavy duty solvent adhesive complete in all respect. |
| 3 | 3" (90 mm) dia UPVC pipe. 1x2×30.00=60.00 1×18.00=18.00 |
| 4 | 6" (160 mm) dia UPVC pipe. 1x13×30.00=390.00 1x16.00=16.00 |
| 5 | 8" (200 mm) dia UPVC pipe. 1×30.00=30.00 1x12.00=12.00 |
| 6 | Laying of UPVC pipe under the bituminous road by making road crossing (by manual means) by horizontal boring for smooth laying of UPVC pipe etc. of reqd. dia etc. complete in all respect. |
| 7 | 6" (160 mm) dia UPVC pipe. 1×60.00=60.00 |
| 8 | 8" (200 mm) dia UPVC pipe. 1x10.00=10.00 |
| 9 | Constructing masonry 90x90x100 cm inside with brick work in cement mortar 1:4 ( 1 cement: 4 fine sand ) for sluice valve, with c.l. surface box 100mm top diameter,160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement:4 fine sand 4 brick aggregate 1s class 20mm nominal size ) necessary excavation foundation concrete1:5: 10 (1 cement: 5 fine sand 4 brick aggregate 1st class 40mm nominal size and inside plastering with cement mortar 1: 3 (1 cement : 3 fine sand 12mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer-in- charge. Each 12,6 A)With second-class bricks 1x3=3 |
| 10 | Supply Installation testing and commissioning of cast iron Bulk enclosed type, metallic gears, flanged end water flow 9Make- Kranti, Dashmesh,Hydronix) 80mm dia. 1x10=10 |
| 11 | Supply ,Installation, testing,commissioning double end flange reflux type none return valve, swing type, valve made of cast iron body with bolted cover body & seat test pressure 1.5Mpa & 1.0 Mpa respectively , swing type, body ring gun metal & seat ring rubber pressure rating PN 10 (Make-Kirloskar/Sant/C&D etc.) |
| 12 | a)80 mm dia. 1x10=10 |
| 13 | b)150 mm) dia 1x3=3 |
| 14 | c)200 mm dia 1x1=1 |
| 15 | 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 chapter 20 of CPWD specification and direction of the Engineer-in-charge.PN-1.6 150 mm dia 1x2=2 |
| 16 | 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. 160x160mmOD 1x4=4 (Item-2.4, A, p-5of DWS-2015) |
| 17 | Charges for fixing CI sluice valve with cap complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. PN-1.6 150mmdia 1×2=2 (Item no 2.27, p-13 of DWS-2020) |
| 18 | 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. |
| 19 | a)90mmOD 1x1=1 |
| 20 | b)160mmOD 1x6=6 |
| 21 | Providing and fixing and laying fabricated socket coupler conforming to IS: 10124 (part 2) with solvent cement conforming to IS: 14182 including testing of joints complete as per CPWD specification and direction of the Engineer in charge. |
| 22 | a)90mmdia 1x1=1 |
| 23 | b)160mmdia 1×5=5 |
| 24 | Providing and 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. |
| 25 | a)140x90 mm dia 1x8=8 |
| 26 | b)160×140 mm dia 1x8=8 |
| 27 | Providing and 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. 160x160mmdia 1x6=6 |
| 28 | Providing and Installation of delineators (Roadway indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80×100mm rectangular or 75mm dia circular reflectorized panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings and as per MoRT&H technical specification clause 805. 1x10=10 (Item-8.15,805, p-51 of 250 Road & Bridge works-2020) |
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