Water Resources Department-WRD has published Tender For Construction Of Slr At Km. 0.08, 4.31 And 7.86, Fall At Km.4.74, 7.68 And Residual E/W And Lining Of Asanbani Sub-Distributary.. Submission Date for this Tender is 22-11-2022. Canal Construction Tenders in potka Jharkhand. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation of canals having full supply discharge between 8.5 cumec (300 cusec) and 0.15 cumecs (5 cusecs) in ordinary soil (vide classification of soil item - A & B) including clod breaking laying earth in bank in layers of 225 mm and rough dressing with initial lead of 15 m and lift of 1.5 m as per approved design as per Specification and direction of E/I. (S.R. item no. 7.1.8) |
| 2 | Extra for earth work in hard soil (vide classification of soil item "B") all completes as per specification and direction of E/I (S.R. item no. 7.1.10) |
| 3 | E/W in excavation in canal by hydraulic excavator as per designed section in soft rock(where blasting is not needed) (vide type of soil item-C) with disposal of spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (vide S.R. item no. 7.1.43.6) |
| 4 | Excavation in canal by hydraulic excavator (rock breaker) as per designed section in soft rock (where blasting is is prohibited) vide type of soil item-C with disposal of spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (vide S.R. item no. 7.1.43.8) |
| 5 | E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grage A and B type soil (vide soil A and B) in proper profyle excavation by hydrolic machine and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots or any other ingradients with all lift including breaking clots to maximum 60 mm size, placing earth in layer not exceeding 225 mm thick all complete as per specification and direction of E/I. (As per TEC Letter No. Dated 22-09-06) |
| 6 | Beyond 150 m upto 1/2 km. (S.R. item No. 7.1.26.1) |
| 7 | Beyond1/2 KM upto 1 km. (S.R.itemNo. 7.1.26.1) |
| 8 | Labour for rolling and compacting the earth in layers of 225 mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density. Including sprinkling the required quantiry or water, making arrangement for supply and carriage of water with all lead and lift finishing the surface as per plan and drawing, including hier change of compaction machine and other tools and plants etc. for line canal all complete as per specification and direction of E/I. (S.R. Item No. 7.1.39) |
| 9 | Earth work in lip cutting in side slopes and bed of canals in ordinary soil with initial lead of 30 m and lift of 1.5 m. including the cost of formation of subgrade of canal lining profilling, levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design specificatioln and direction of E/I. (7.1.21) |
| 10 | Supplying and Labour charge for laying and fixing LDPE film below bed and curvature including carriage upto work site all complete as per direction of E/I. |
| 11 | Providing and placing sand filtter free frome clay and other organic materials FM 2.5 to 3.0) in slop and bed of canal below lining including cost of watering compaction royality and other taxes as per specification and direction of E/I (7.2.8) |
| 12 | Providing 100 mm thick P.C.C. lining in M150 with nominal mix of (1:2:4) with well graded stone chips (20 mm and down) and coarsed sand of approved quality required F.M. (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joints including cost of formwork and its removal, curing, royalty and all other taxes etc. all complete job as per specification and direction of E/I. (7.2.19.1) |
| 13 | Providing 10 mm. thick vertical joints at suitable interval joints filled with sealing compound of approved quality including roaylty and all other taxes etc. all complete job as per specification and direction of E/I. (specification as per drawing) |
| 14 | For canal side slope (S.R. item no. 7.2.10.1) |
| 15 | For canal bed (S.R. item no. 7.2.10.2) |
| 16 | Supplying & labour for painting with sealing compund of approved quality in two layers (1st layer @ 1 litre / 2.00 M2 and 2nd layer @ 1 litre / 4.00 M2) in construction joints in pannels & sleeper including cost of brushes etc. and all other arrangements with carriage of materials to work site all complete as per specification and direction of E/I. (Approved Rate) |
| 17 | Supplying, fitting, fixing hessian cloth of approved quality one side laminated with 25 micron LDPE film of approved quality on slope of canal below lining all complete job as per specification and direction of E/I ( Rs. 38.00 + 10% O.H. + 4.95 C.P. = Rs. 43.68 ) M-268 PART A |
| 18 | E/W in excavation in canal byy hydraulic excavator (Rock Breaker) as per design Section in Hard Rock with disposal of soil upto 500 m ( Minimum Credit for excavated rock should be 50%) ( 7.1.43.10) |
| 19 | Watering and Consolidation o earth laid in 150 mm to 225 mm layers by manual labour to achieve 85% of MDD with all lifts and leads as per specification and direction of E/I.(WRD 7.1.38) |
| 20 | Earth work in excavation of foundation trenches in ordinary soil ( vide classification of soil item- A ) and disposal of excavated earth so obtained to a distance up to 50 Mand average lift of 1.5 Mincluding levelling , ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I . .(WRD 7.1.27) |
| 21 | Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I (.WRD 7.1.10) |
| 22 | E/W in excavation in canal by the hydraulic excavator as per designed section in soft rock(where blasting is not needed) (vide type of soil item-C) with disposal of spoil up to500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I(.WRD 7.1.43.6) |
| 23 | 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 of spoil up to 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I .(.WRD 7.1.43.8) |
| 24 | Providing coarse clean local sand in filling in foundation trenches including ramming ,watering ,royalty and all other taxes complete job as per specification and direction of E/I. ( 7.1.37 ) |
| 25 | PCC (1:3:6) IN foundation ( plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate , 40 mm in size mechanically mixed placed in foundation and compacted by vibration includin curing for 14 days.(.RCD 12.04) |
| 26 | Plain /Reinforced cement concrete in sub structure completed as per drawing and technical specifications( PCC GRADE M15) ( Height upto 5 m) .(.RCD 13.05) A (P) |
| 27 | Plain /Reinforced cement concrete in open foundation completed as per drawing and technical specifications .(.RCD 12.08) C CASE II |
| 28 | Plain /Reinforced cement concrete in sub structure completed as per drawing and technical specifications( RCC GRADE M20 UPTO 5 M) (.RCD 13.05) E(P) |
| 29 | Plain /Reinforced cement concrete in super structure completed as per drawing and technical specifications( for T- Beam & slab)upto 5 m. (.RCD 14.01) A (P) |
| 30 | PCC GRADE M15 USING BATCHING PLANT AND MANUAL PLACING .(RCD 12.08) C CASE II) |
| 31 | supplyingfitting and placing HYSD bars reinforcement in foundation complete as per drawing and technical specifications .(RCD 12.42) |
| 32 | (i) 10mm dia. TMT Fe 500 |
| 33 | (ii) 12mm dia. TMT Fe 500 |
| 34 | (iii) 16mm dia. TMT Fe 500 |
| 35 | supplyingfitting and placing HYSD bars reinforcement in substructure complete as per drawing and technical specifications (RCD 13.06) |
| 36 | (i) 8mm dia. TMT Fe 500 |
| 37 | (ii) 10mm dia. TMT Fe 500 |
| 38 | (iii) 12mm dia. TMT Fe 500 |
| 39 | (iv) 16mm dia. TMT Fe 500 |
| 40 | (v) 20mm dia. TMT Fe 500 |
| 41 | supplyingfitting and placing HYSD bars reinforcement in super structure complete as per drawing and technical specifications (RCD 14.02) |
| 42 | (i) 8mm dia. TMT Fe 500 |
| 43 | (ii) 10mm dia. TMT Fe 500 |
| 44 | (iii) 12mm dia. TMT Fe 500 |
| 45 | (iv) 20mm dia. TMT Fe 500 |
| 46 | Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm.thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job, as per specification and direction of E/I.(Item No.-7.1.31) |
| 47 | Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density, including sprinking the required quantity of water, making arrangement for supply and carriage of water with all leads and lifts, finishing the surface as per plan and drawing, including hire charge of compaction machine and other tools and plants etc. for lined canal all complete as per specification and direction ofE/I (Mode of measurementsectional measurement of compacted earth). (Item No.-7.1.39) |
| 48 | Providing two layers Ashphalt sheet (Shalimar tarphelt BH (type II Group -1))as bearing on pier and abutment as per direction of E/I. 1.1495 X 1780 = 2046.11 (Sl. No. 79 Page 61 of WRD) |
| 49 | Providing and fixing in position bitumen filler ( bitumen ,cement and sand) in construction joints all complete job as per specification and direction of E/I. (Item No.-7.8.4) |
| 50 | Supplying fitting and fixing 50 x 50 x 6 mm iron anggle splet anchor rod 10 mm dia. Welded to iron angle @ 300 mm c/c in expansion joint of deck slab .(1.1495*65000= 74717.50) (Sl. No. 158 (b) (1) Page 40 of WRD) |
| 51 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. (Item No.-6.7.6) |
| 52 | Providing drainage spout with 230 mm*230 mm m.s. grating, 100 mm dia 1m long G.I. Pipe including cost of all materials and labours as per approved design, drawing technical specification and direction of E/I. (RCD 15.17) |
| 53 | Providing and fixing in position 25mm thick bituminastic board (shallitex or equivalent) as per I.S. 1838-1983 in expansion or construction joints, all complete job as per specification and direction of E/I.(Item No.-7.8.3) |
| 54 | Providing an laying dry pitching with precast cement concrete block 600mm x 600 mm x 300 mm ith M100 do as per specification and direction of E/I(Item No.-7.3.17) |
| 55 | Carraige of construction materials by Mechanical Means including loading, unloading and stacking at site etc. all complete as per direction of E/I.( TIPPER 10 TONNE CAPACITY) |
| 56 | Cement = 15K.M + 9 KM (U.G) - (Loading and Unloading) |
| 57 | Haulage -15 k.m (surfaced road) |
| 58 | Haulage - 9 k.m (Unsurface Gravelled road) |
| 59 | Sand(21 km P+9 km UG) =30 km (Loadin and Unloading) |
| 60 | Haulage - 21 k.m (surfaced road) |
| 61 | Haulage - 9 k.m (Unsurface Gravelled road) |
| 62 | Stone chips (22 km P+12 km UG) =34 km |
| 63 | Haulage - 22 k.m (surfaced road) |
| 64 | Haulage - 12 k.m (Unsurface Gravelled road) |
| 65 | Steel (15 km P + 9km UG)=24 Km |
| 66 | Haulage - 15 k.m (surfaced road) |
| 67 | Haulage - 9 k.m (Unsurface Gravelled road) |
| 68 | stone metal (22 km P+ 12 km UG) =24 km |
| 69 | Haulage - 22 k.m (surfaced road) |
| 70 | Haulage - 12 k.m (Unsurface Gravelled road) |
| 71 | Add GST @18% |
| 72 | Add Labour Cess @1% |
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