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| 1 | Supplying all materials, labour, T&P, design, drawingetc.complete in all respect for construction ofPump House \"construction of Compound wall , construction of CC prottection wall, const. of RCC cover for IW/OW, RCC step, Walk way bridge, Barbed wire fencing , construction of approach road alongwith site development including laying, testing and commissioning of Rising main & Distribution system pipe line such as DI / UPVC/ HDPE/ ASTM/ G.I pipe lines etc.along with required fittigs & specials, construction ofvalve chamber, public stand post,100% individual house hold connection , storage tank,installation of submersible pump with motor in Percolation well / Intake well / Production well& OGR etc. (including fitting of stand by pump motor), internal wiring of Pump houses etc. as per supplied Drawing in Section-7 and detail scope of work & technical specification, quantity of work mentioned in Section-5 of DTCN andin Annexuresof the Following Villages Under BANGOMUNDABlock in Balangir District.All materials required shall be supplied by the Contractor as per terms and condition of DTCN & all dimensions are as per supplied drawings and as per direction of Engineer in Charge . All work shall be completed in such a manner that all house hold of entire village will get required quantity of drinking water with residual head of 7m and residual chlorine of 0.2mg/ltr without any leakage in the entire PWS system.1- PURNIPALI- Annexure A to J Rs.5181284.002 -PARUABHADI-Annexure A to LRs. 5650124.003-DEHELI -Annexure A to JRs.4612270.004-. BAHABAL-Annexure A to J Rs.5314479.00 |
| 2 | CONST. OF ESR :Supplying of alllabour, T&P, material for soil testing , supply of design, drawing , construction, errection, testing & commissioning etc. of the Following RCC Elevated Storage Reservoir ofdifferentcapacity with necessary staging height of 15.00 Mtr consisting ofRCC column Structureand spherical dome as per approved design ,3 nos ISI marked 100 mm dia CI sluice valve, 1no of 100 mm dia Non Return valve withRCC valve chambers as per approved drawing, supplying, fitting & fixing of 100 mm medium gradeGI Flanged pipe (JINDAL, TATA ) confirming to IS 1239 (P-1) 2004, IS 1978 and IS 3598 of requiredlength with required specials from UGRto ESR & ESR to distribution system including CI/GI in-let,out-let, over flow & washing line ( double flanged GI column pipe) of ESR, RCC stair case with 32 mm diastructural GI handrail around dome and landing etc. and GI ladder inside and outside the ESR, lightening arrester confirming to IS specification,water level indicator, 100mm dia CI puddle collar, 0.60 m dia CI manhole cover at dome , RCC vent with brass/SS jally etc. all complete as per direction of the Engineer - in- Charge andas perdetail scope of work & technical specification, quantity of work mentioned in Section-5of DTCN. (The contractor shall execute the work after preparing the design and detail drawing in 5 sets from qualified engineer and to approve all structural design & drawing from State Technical Agency(STA) IGIT, Saranga/ CET, BBSR/ VSSUI, Burla/ NIT, Rourkela/ IIT, BBSR at his own cost). 1) Construction of 50000 Ltr.capacity RCC ESRColumn Structure of 15.00Mtr. Staging Height with speherical dome as per detailed scope of work & technical specificationmentioned in Section-5 of DTCN. andinAnnexure - KFor RPWS to Village -1-PURNIPALI |
| 3 | 2) Construction of 50000 Ltr.capacity RCC ESRColumn Structure of 15.00Mtr. Staging Height with speherical dome as per detailed scope of work & technical specificationmentioned in Section-5 of DTCN. andinAnnexure -M For RPWS to Village -2-PARUABHADI |
| 4 | 3) Construction of 50000 Ltr.capacity RCC ESRColumn Structure of 15.00Mtr. Staging Height with speherical dome as per detailed scope of work & technical specificationmentioned in Section-5 of DTCN. andinAnnexure -K For RPWS to Village -3- DEHELI |
| 5 | 4) Construction of 50000 Ltr.capacity RCC ESRColumn Structure of 15.00Mtr. Staging Height with speherical dome as per detailed scope of work & technical specificationmentioned in Section-5 of DTCN. andinAnnexure -K For RPWS to Village -4- BAHABAL |
| 6 | CONST. OF UGR:Supplying of alllabour,T&P, material for soil testing , supply of design, drawing , construction, erection, testing & commissioning of Following capacity RCC UGR with using M25 and spherical dome using R.C.CM-30 , 2 nos ISI marked 150/100 mm dia CI sluice valve with valve chambers as per approved drawing & Design , fitting & fixing of 150/100 mm dia medium grade GI pipe TATA / JINDALconfirming to IS 1239 (P-1) 2004, IS 1978 and IS 3598 of requiredlength with required specials from existing risingmain toUGR and UGR to ESR including GI in-let, out-let, over flow & washing line( double flanged GI (M) column pipe with32mm size, GI /SS ladder for inside & outside with bothhandrail , lightening arrester confirming to IS specification,water level indicator, 150/100 mm dia CI puddle collar, 0.75 m dia CI manhole cover at dome, RCC vent with brass/SS jally etc. all complete as per direction of the Engineer - in- Charge and detail scope of work & technical specification, quantity of work mentioned in Section-5 of DTCN. (The contractor shall execute the work after preparing the design and detail drawing in 5 sets from qualified engineer and to approve all structural design & drawing from State Technical Agency (STA) IGIT, Saranga / CET, BBSR/ VSSUI, Burla/ NIT, Rourkela / IIT, BBSR at his own cost). as per detailed scope of work & technical specificationmentioned in Section-5 andincluding testing of soil etc complete as per directiof DTCN.on of Engineer In ChargeA) Construction of 100,000 Ltr.capacity OGR/UGR (Circular type with speherical dome) as per detailed scope of work & technical specificationmentioned in Section-5of DTCN andinAnnexure -LFor RPWS to Village -1- PURNIPALI |
| 7 | B) Construction of 100,000 Ltr.capacity OGR/UGR (Circular type with speherical dome) as per detailed scope of work & technical specificationmentioned in Section-5of DTCN andinAnnexure -LFor RPWS to Village -1- BAHABAL |
| 8 | The contractor shall Operate & maintain the PWS project for Five (5) calendar years from the completion date of defect liability period of one year in such a manner that all the house hold of the PWS Scheme covered area will get (adequate) required quantity of supply water taking supply hour as 8hour/day without facing any problem.The contractor shall repair and replace any types of defect arise within 24 hr of receipt of complaint either from public or from Department . The contractor shall maintain all structure of the PWS schemes as per terms and conditions of DTCN &technical specificationmentioned in Section-5.1- PURNIPALI- Annexure MRs.399064.002 -PARUABHADI-Annexure N Rs.382506.003-DEHELI -Annexure LRs.330614.004-. BAHABAL-Annexure M Rs.405724.00 |
