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Interlinking of UGSS Sewer main in ward no.35 and 36.
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers (SOR VOLUME-II , PAGE-188)
INTERCEPTION AND DIVERSION WORK FOR TAPPING NALLAH AND SETUP SEWAGE TREATMENT PLANT FOR USED WATER MANAGEMENT FOR TIKAMGARH TOWN UNDER SWACHH BHARAT MISSION UNDERA 2.0
1. Designing, Providing and Construction, Hydraulic Testing, Commissioning of 3 nos of STP of Capacity 4.1,4.4 & 2 MLD. 2. Survey, review the designs, redesign where necessary, and diversion works of Nallahs with interception sewer including survey, design, construction of 2.0 No. s of Interception and Diversion structure. 3. Strengthening of 1 No Rcc Drain length 1000 m. 4. Construction of 2 Nos Pumping Station Capacity-4.4 &4.1 MLD 5. Provision of pumping Main Pipe DI- K9 Pipes of Dia-250&300 MM, Length-2000&2200 M for pumping Station to STP 6. Provision of Gravity Main Pipe RCC NP3 Pipes of Dia-500 MM, Length-30 M for I&D Structure to Pumping station. 7. Provision of 3 Nos. Electric Substation & Laying 3.0 KM HT Feeder Connection up to Sewerage Treatment Plant & Pumping Station 8. Construction Of 3.0 Nos RCC Sump Well Capacity 50 Kl, 2 No Pump & HDPE PN-6 Pipe Dia -90 MM Length 1500 M For Reused arrangement.
Mechanical Cleaning of internal sewer lines and providing of manholes covers in Pkt. A-7, A-8 and B-7 sector-17, Rohini for FY-26-27.
Pumping & disposal of sewerage effluent with sewage pump of 4000 liter/hour capacity from internal sewer line to nearby sewer line/oxidation pond for lowering the sewage water level of sewer line as well as manholes etc. taking all safety precautions. The rate is inclusive of cost of diesal, mobile oil, repair of pump sets, watch and ward shifing operation of pump labour and barricating whenever and whwn required as per direction of Engineer-in-charge.
AT KM 14.20 ON ROAD LIKARU-MIGLA-FUKCHE
Design and construction including proof checking from IIT/NIT for 45 Mtr Single Span Permanent Bridge With RCC Substructure And Steel Superstructure (Through Type) With Open Foundation Over Pulzulung Nallah at Km 14.20 on Likaru-Migla-Fukche (Pkg-I) Road Through Execution Contract Under 93 RCC/755 BRTF/ CE (P) Himank In UT Of Ladakh with span arrangement as per NIT drawing using open foundation, special condition, particular specifications of the tender documents including load testing of super structure as specified, all preparatory works, dirt wall, return walls, wing walls, including placing of POT cum PTFE bearings, design, launching/erection of staging works as required, Decking, Wearing coat having nonskid surface, strip seal expansion joints, hand railings, kerbs, RCC crash barrier Guard posts, footpath, approach slab, drainage spouts, drainage, arrangement over carriage way and footpath , service arrangement for utilities , painting with non-corrosive paint to all exposed steel works, kerbs, protective works , temporary river training works , diversions and all other items of works required and necessary for complete construction of bridge including curing and proof checking of design and drawings from IIT/NIT as directed by the Deptt.
M/R to Canal of DY- 4C Canal in between Ch 5.00 and Ch 30.00 at mouja- Khano, in between Ch 140.00 and Ch 160.00 at mouja- Baradighi, Block- Galsi-II in the District of Purba Bardhaman within Sanko (I) Section of D.C. Hd. Qtr. Sub- Division under D.
Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section &throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge. Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil.
SINKING OF BOREWELLS AND ERECTION OF MOTOR PUMP SETS AND LAYING PIPE LINE AT KOORAGALLI, BELAVADI, HOOTAGALLI AND VIJAYANAGARA 4TH STAGE IN THE LIMITS OF HOOTAGALLI CMC
Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any, For 50 mm dia GI collar (CSR Water Supply & Sewerage Works Vol-5, P No-129, I No-11.6...