Water Resources Department-WRD has published Tender For Construction Of Additional Slr Bridge At Km 11.00, K.M 14.00, K.M 17.800, K.M 20.470, Foot Bridge At K.M 20.720, Slr Bridge At K.M 29.040, K.M 30.400, K.M 31.500, And Inlet And Outlet At K.M 10.533 Of Saraikela Distributary. Submission Date for this Tender is 28-02-2023. Bridge Work Tenders in seraikella Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | E/W in excavation in foundation trenches in ordinary soil ( vide classification of soil item-A) and disposal of excavated earth so obtained to a distance upto 50M and average lift of1.5 m including levelling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I ( 7.1.27 ) |
| 2 | Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I.Item no. ( 7:1:10 ) |
| 3 | Construction of embankment with approved material deposited at site from roadway cutting and excavation fron drain and foundation of other structures graded and compacted to meet requirement of table 300-2. ( RCD 3.17 ) |
| 4 | E/W in excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not required) vide type of soil item -C with disposal upto 500M with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I ( 7.1.43.6 ) |
| 5 | E/W in excavation in canal by the hydraulic excavator ( Rock breaker ) as per designed section in soft rock (where blasting is prohibited ) vide type of soil item -C with disposal upto 500M with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I ( 7.1.43.8) |
| 6 | Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxws complete job as per specification and direction of E/I.(7.1.37) |
| 7 | PCC (1:3:6) in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone agreegate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days)(RCD SOR12.04) |
| 8 | Furnishing and placing Reinforced / Prestressed cement concrete in foundationas per drawing and technical specification. PCC Grade M-15 Using Concrete Mixture. RCD (12.08 A. Case I ) |
| 9 | Furnishing and placing Reinforced / Prestressed cement concrete in sub - structure as per drawing and technical specification. PCC Grade M-15 Using Concrete Mixture. RCD (13.05.A.p) |
| 10 | Plain/ Reinforced cement concrete in open foundation as per drawing and technical specification.RCC Grade M-20 (RCD SOR: 12.08 C. Case I ) |
| 11 | Plain/ Reinforced cement concrete in sub structure as per drawing and technical specification.PCC Grade M-20 (Common SOR: 13.05 E(p)) |
| 12 | Furnishing and placing Reinforced / Prestressed cement concrete in super - structure as per drawing and technical specification. RCC Grade M-20 Using Concrete Mixture. RCD SOR (14.01.A I.p) |
| 13 | Plain/ Reinforced cement concrete in sup structure complete as per drawing and technical specification.RCC Grade M-25 (RCD SOR: 14.01 B i (P) |
| 14 | Providing shuttering including strutting proping etc and its removal after use in foundation as per specification and direction of E/I.(7:3:18) |
| 15 | Supplying, fitting and placing un-coated HYSD bar reinfircenent in foundation complete as per drawing and specifications:( RCD SOR 12.42 ) |
| 16 | Supplying, fitting and placingHYSD bar reinfircenent in sub-structure complete as per drawing and technical specification: ( RCD SOR 13.06 ) |
| 17 | Supplying, fitting and placingHYSD bar reinfircenent in super-structure complete as per drawing and technical specification: ( RCD SOR 14.02 ) |
| 18 | Providing and fixing in position 25mm thick Bituminastic board (shalitex or equivalent) as perIS 1838-1983 in expansion or constructioin joints all complete job as per specification & direction of E/I. (7.8.3) |
| 19 | Providing and fixing in position 25mm thick Bitumen filter (Bitumen, cement and sand) inconstructioin joints in dam and its allied works as per specificationand direction of E/I.(7:8:4) quantity in 100m(7.8.4) |
| 20 | Providing and laying iron angle 65 x 65 x 6mm in co-joints with 10mm dia rod 300mm welding in the anglecomplete job as per specification and Direction of WRD SOR Sl 158 M-195 (b) ii |
| 21 | Shalimar Tarphelt BH (type II GP-1)M-266. P-61 |
| 22 | Drainage Spouts complete as per drawing and Technical specification. (RCD: 15.17) |
| 23 | E/W in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30mm and lift of 1.5 M including the cost of formation of sub grade of canal lining, profiling, coutrolling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, spefification and direction of E/I.(7:1:21) |
| 24 | Providing and placing sand filter free from clay and other organic materials (F.M. 2.5 to 3.0) in slope and bed of the canal, below lining including the cost of watering, compaction, royalty and other taxes as per specification and drection of E/I. (Where depth of cutting is more than 6m [20ft](7:2:8) |
| 25 | Providing 100 mm thick P.C.C. lining in M-150 with nominal mix of (1:2:4) with well graded stone chips (20mm and down) and coarse sand of approved qualityof required F.M. (2.5 to 3.0) in side and bottom curved portion of canals in panel with construction jointincluding cost of form work and its removal, curing royalty and all other taxes etc.complete job as per specification and direction of E/I.(7.2.19.1) |
| 26 | Supply of Hessian cloth @ 0.30 kg/ m2 cotton in side slope of canal as per specification and direction of E/I.(Page No.61 sl, No. 81, M-268) |
| 27 | Supplyingand labour charge for laying and fixing L.D.P.E. film below lining in bed andcurvature including carriage of material upto work side as per specification and direction of E/I. |
| 28 | Providing 10 mm thick vertical joints at suitable interval, joints filled with bitumenous materials of approved quality including royalty all taxes etc. all complete job as per specification and direction of E/I.(7:2:10) |
| 29 | In bed ( 7.2.10.2 ) |
| 30 | In side slope (7.2.10.1 ) |
| 31 | Earth work in filling of foundationtrenches and back filling ofstructures with suitable earth in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches kept at a lead of 30m and lift of 1.5 m complete job as per specification and Direction of E/i.(7:1:31) |
| 32 | Providing weep hole with dry grades stone fiter of 20mm to 40mm size in abutment and wing wall as per per specification ands direction of E/I. (WRD PART A P 265 6.7.6) |
| 33 | Bearing (Elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation. (M 047) page - 34 WRD SOR |
| 34 | Labour for laying, fitting and fixing NP2 hume pipe with collars in line , level and grade , as well as providing approved joining materials and joints properly filled to make them water proof , all complete ,300 mm , as per specification and direction of E/I. (RCDM 300 Sl. 14 ) P 83 |
| 35 | Galvanised Steel wire crates of mesh size 100 mm x 100 mm woven with 4 mm dia . GI Wire in roll required size. WRD SOR P 37M 118 |
| 36 | Carriage of materials by mechanical mean loading unloading and stacking |
| 37 | CEMENT ( K.M 11.00 , 14.00, 10.533 )8P + 5K |
| 38 | ( K.M 17.8,20.47 & 20.72 ) 7P + 5K |
| 39 | ( K.M 29.04,30.40 & 31.50 )6P + 2K |
| 40 | SAND ( K.M 11.00 , 14.00 , 10.533 ) 1K + 5P + 3K |
| 41 | ( K.M 17.8,20.47 & 20.72 ) 1P + 4P + 3K |
| 42 | ( K.M 29.04,30.40 & 31.50 ) 1K + 4P + 2K |
| 43 | STO. CHIPS ( K.M 11.00 , 14.00 ,10.533 )45P + 5K |
| 44 | ( K.M 17.8,20.47 & 20.72 ) 45P + 4K |
| 45 | ( K.M 29.04,30.40 & 31.50 )45P + 2K |
| 46 | STO. METAL( K.M 11.00, 14.00, 10.533 )45P + 5K |
| 47 | ( K.M 17.8,20.47 & 20.72 )45P + 4K |
| 48 | ( K.M 29.04,30.40 & 31.50 )45P + 2K |
| 49 | STEEL( K.M 11.00, 14.00, 10.533 )8P + 5K |
| 50 | ( K.M 17.8,20.47 & 20.72 )7P + 5K |
| 51 | (K.M 29.04,30.40 & 31.50 ) 6P + 2K |
| 52 | hume pipe km 10.533 40P + 2K |
| 53 | Add GST @18% |
| 54 | Add Labour Cess @1% |
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