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| 1 | Earth work in excavation of drainage channel by mechanical means to the proper grade and slopes as required including disposing the excavated debris/soil to a safe distance of minimum 50 m distance, etc. complete as directed.For lead up to 50 m and all lifts1) Normal Soil |
| 2 | Earth work in excavation of drainage channel by mechanical means to the proper grade and slopes as required including disposing the excavated debris/soil to a safe distance of minimum 50 m distance, etc. complete as directed.For lead up to 50 m and all lifts1) Wet & Sticky Soil |
| 3 | Earthwork in grabbing the seat of the embankment up-to 0.3 m depth by mechanical means and depositing the soils outside the country side toe of the proposed structures, etc. complete as directed. |
| 4 | Supply of geo textile tube (Mega Container) with the minimum properties as mentioned below: Polymer: PP of 400 GSM or aboveTube Circumference: 10m + 5%Fill Port (diameter): 30 to 45 cmTensile Strength (MD): ≥100 kN/mTensile Strength (CD):≥100 kN/mElongation - MD:≤ 25%AOS: ≤ 0.180 mmPermittivity:≥ 0.40 S-1Length: 25 m |
| 5 | Filling of geo-tubes (25m long and 10m circumference) with sand/silt of volume 176 cum by using mud pump not below the fill height of 1.60m as per drawing and technical specifications, binding the tube with 9mm nylon rope to jati bamboo pegs of length 2m placed 5m c/c along both sides of the tube and at both ends to keep the tube in position during filling, as specified and directecd including all loading, unloading and handling charges and local carriage upto a distance of 250M, pumping slurry using mud pump from a distance upto 250m, etc. including setting up of the tube laying platform, complete as directed. |
| 6 | Supply of non-woven Geo-textile fabric sheets of 300 GSM manufactured from 100% virgin Polypropylene(PP) fibre with minimum properties as per IS 16653: 2017 (i) Wide Tensile strength (MD) ≥15KN/m & Wide Tensile strength (CD) ≥15KN/m(ii) Elongation (MD) ≥50% & Elongation (CD) ≥50%, (iii) Abrasion ≥95%, (iv) Trapezoidal Tear Strength (MD) ≥340 N & Trapezoidal Tear Strength (CD) ≥340 N (v) CBR Puncture strength ≥3000 N, (vi) Permittivity ≥1.25 s-1 (vii)Permeability ≥60l/m2/sec , (viii)AOS ≤75micron (ix)UV Resistance @500 hours retained Tensile strength (MD) & (CD) ≥80%, (x) Mass ≥ 300gm/m², (xi)Thickness at 2KPa ≥3mm. (Each Roll of Geo Fabric Sheet should be supplied in properly packed Bundles and should be marked with theName of Manufacturer, Batch Number & its dimensions clearly on each roll with “WRD Govt of ASSAM” to be printed on it and mentioning properly the GSM and type of polymer and Test Certificate from approved NABL accredited and ISO Certified Laboratory should invariably be submitted against each batch of material). |
| 7 | Carriage of 300 gsm Geo sheet of including loading & unloading , Stacking cost of P.O.L., etc. complete and including hire charge of truck with driver and handyman, etc. completed as directed. (distance to be claculated from Divisional Store)Distance-14 km |
| 8 | Labour charge for laying Geo fabric sheet as filter bellow pitching including carrying, lapping, wrapping & stitching as directed by the Engineer-in-Charge. |
| 9 | Collection and supply of River silt by truck carriage free from debries and other foreign material, etc. complete as directed. By mechanical Means 1) For initial up to 1.00 Km & for all lifts. |
| 10 | Carriage of excavated muddy/slushy soil/garbage by truck of 10 Ton capacity and depositing the same in suitable dumping ground up-to an average lead of 2.50 Km including cost of P.O.L. and loading/unloading charges etc. complete as directed. |
| 11 | Compaction of locally available ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 30 cm thick including ploughing or roughening or benching the seats, removing all debries, dressing as per design section and compaction with three wheel static roller of 80-100 KN capacity in layers not exceeding 30 cm in thickness and core cutter soil test at every 500m distance, etc. complete as directed. |
| 12 | Earth work in embankment by Mechanical means by truck carriage with locally available ordinary/normal soil excluding sandy and rocky soil free from roots & vegetation and filling in uniform layers not exceeding 25 cm thick including ploughing or roughening or benching the seats, removing all debries, breaking clods up to 4 cm cube, dressing as per design section and compaction in layers not exceeding 30 cm in thickness and core cutter soil test at every layer and every 500 m distance, etc. complete as directed.A. Compaction with three wheel static roller of 80-100 kN capacityFor initial lead up to 1 Km and for all lifts.For every Km extra lead beyond initial lead of 1 Km & up to 10 Km.(considering extra 2 Kms) |
| 13 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204A) With Crushed StoneII) P.C.C. grade M 20(i) Nominal mix (1:2:4) |
| 14 | Plain/reinforced cement concrete, in substructure complete as per drawings and technical specification and steel shuttering formwork P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser( Masterplast ACPL or equivalent) conforming to IS-9103-1999(F) RCC Grade M 25(a) for height upto 5m. Case:I using concrete mixer |
| 15 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002 1005 1010 & 1202. |
| 16 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring andbracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches withexcavated suitable material.V) Marshy soil |
| 17 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 |
| 18 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. including providing plasticiser (Masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser ( asterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999 (Pile diameter-750 mm) |
| 19 | Labour for driving precast R.C.C. sheet pile of required length with jetting method, jetting being done with the help of G.I. pipe fitted to the delivery pipe of 5 H.P. pump, erection at the pile in proper position, piles with the help of mannual labour keeping the pile head to the proper level including supplying, mobilising all machineries etc. complete as directed. |
| 20 | Providing C. C. Column (Prop 1:2:4 or M15) at the junction of two R.C.C. sheet piles with mild steel pipe of 10 cm internal diameter one end of which is open and the other end being fitted with a one way valve including driving the steel pipe by jetting water in the proper position (jetting done with the help of G.I. pipe 40mm, position of the steel pipe with the inside the M. S. pipe & lifting the pipe slowly thereby leaving the concrete in the form of a column of required depth including supplying and mobilizing all machineries etc. complete as directed. Size of Column=10 CM dia. |
| 21 | Construction of temporary shed of two roof with mud plinth of 0.45 m height above ground level with Bhaluka bamboo post 1.5 m apart, driven at least 0.75 m below ground and height above plinth of 2.5 m. Split Jatti bamboo/tarza wall 10 cm thick touch roofing over bamboo rua frame, placing at 0.15 m clear apart, fitted with bamboo kamies from binding doors and windows with Bamboo Chattai, strengthening with Bamboo frame binding with wire, roofing with TATA Shaktee roofing sheets etc., complete as directed.(Using Bhaluka Bamboo at the rate of 6.00 nos./Rm & Jati Bamboo at the rate of 61.00 nos./Rm) |
| 22 | Fabrication of shutter : M.S. Plate 6 mm thickness for skin plate,frame for box type shutter |
| 23 | Fabrication of shutter : M.S. Channel 150 x 75 x 6mm for shutter stiffener |
| 24 | Fabrication of shutter : M.S. Plate 10 mm for making Bracket for shaft pin, wire rope, Roller box etc. |
| 25 | Fabrication of shutter : M.S. Flat 50 x 6 mm for rubber seal fitting. |
| 26 | Fabrication of shutter : M.S. Angle 75 x 75 x 6mm |
| 27 | Fabrication of shutter : \\"J\\" type Rubber seal 125 mm |
| 28 | Fabrication of shutter : Making & supply of C.I. roller with suitable collar 10 -12 mm & centre hole 10 - 20 mm as per direction (Machine finished), size (dia. × height) a) 100 mm × 150 mm |
| 29 | Fabrication of shutter : F' shaped roller bracket made of 10 mm thick plate of size 75 × 200 mm with hole as per direction to accommodate with the roller size: (Machine finished)a) 100 mm × 150 mm |
| 30 | Fabrication of shutter : C.I. roller pin of length 150 mm to 250 mm dia. (Machine finished)a) 16 mm |
| 31 | Fabrication of shutter : Nuts & Bolts (Assorted size) |
| 32 | Fabrication of shutter : M.S. Washer (Assorted size) |
| 33 | Fabrication of shutter : W.B. Grease |
| 34 | Fabrication of shutter : Waste Cotton |
| 35 | Fabrication of shutter : Welding |
| 36 | Fabrication of operating and lifting system for the single opening sluice : Supply of M.S. Shaft (Best quality) of diameter d) 75 mm |
| 37 | Fabrication of operating and lifting system for the single opening sluice : Thread cutting (Square) 1 TPI/2TPI including fine finishing and making hole in one end as per direction for sizes as given below d) 75 mm |
| 38 | Fabrication of operating and lifting system for the single opening sluice : C.I. Boss with internal thread cutting 1 TPI/2 TPI, making groove for bearing slot for lock plate and 1.5\\" drill for providing handle as per direction for the following sizes: (dia. × height) c) 150 mm × 200 mm |
| 39 | Fabrication of operating and lifting system for the single opening sluice : H.D. Thrust ball bearing (Best quality) ISI specified c) 75 mm dia. |
| 40 | Fabrication of operating and lifting system for the single opening sluice : C.I. counter weight circular type 1.5\\" thick with 25 mm dia. hole & weight of 35 Kg each as per direction (machine finished & fine grinded) |
| 41 | Fabrication of operating and lifting system for the single opening sluice : Counter weight holder |
| 42 | Fabrication of operating and lifting system for the single opening sluice : C.I pulley 16 mm to 25 mm dia. with centre hole as per direction (Machine finished) a) 125 mm |
| 43 | Fabrication of operating and lifting system for the single opening sluice : C.I. Pulley b) 150 mm |
| 44 | Fabrication of operating and lifting system for the single opening sluice : M.S. base plate 300 mm × 300 mm of the following thickness as per direction including supply of materials. (Machine finished) a) 10 mm |
| 45 | Fabrication of operating and lifting system for the single opening sluice : M.S. lock plate 300 mm × 300 mm of the following thickness as per direction including supply of materials. (Machine finished) a) 8mm |
| 46 | Fabrication of operating and lifting system for the single opening sluice : Nuts & Bolts (Assorted size) |
| 47 | Fabrication of operating and lifting system for the single opening sluice : M.S. Washer (Assorted size) |
| 48 | Fabrication of operating and lifting system for the single opening sluice : Pulley stand made of 100 × 50 mm channel for (As per direction) a) 125 mm |
| 49 | Fabrication of operating and lifting system for the single opening sluice : Pulley pin of 16 mm dia. |
| 50 | Fabrication of operating and lifting system for the single opening sluice : Steel wire rope (Tested quality) of the following sizes (ISI standard) b) 16 mm |
| 51 | Fabrication of operating and lifting system for the single opening sluice : \\"U\\" clamp of size b) 19mm |
| 52 | Fabrication of operating and lifting system for the single opening sluice : Shaft pin with length up to 150 mm for the following diameters c) 20 mm dia |
| 53 | Fabrication of operating and lifting system for the single opening sluice : Distant tube with pin of the following size (Machine finished) b) 100 × 12 mm |
| 54 | Fabrication of operating and lifting system for the single opening sluice : Welding |
| 55 | Fabricating and Installing of Guide channel, Top and Bottom channel for sluice : Channel size 200 X 75 mm for guide instalation. |
| 56 | Fabricating and Installing of Guide channel, Top and Bottom channel for sluice : 200 X 75 mm channel for bottom channel. |
| 57 | Fabricating and Installing of Guide channel, Top and Bottom channel for sluice : Separator stud with nut on both end with tube of length 250 mm to 460 mm |
| 58 | Fabricating and Installing of Guide channel, Top and Bottom channel for sluice : M.S. Plate 10mm for guide channel base connection |
| 59 | Fabricating and Installing of Guide channel, Top and Bottom channel for sluice : M.S. Angle 75 x 75 x 6mm for anchoring. |
| 60 | Fabricating and Installing of Guide channel, Top and Bottom channel for sluice : Nuts & Bolts (Assorted size) |
| 61 | Fabricating and Installing of Guide channel, Top and Bottom channel for sluice : M.S. washer (Assorted size) |
| 62 | Fabricating and Installing of Guide channel, Top and Bottom channel for sluice : Welding |
| 63 | Fabrication of the Plateform and Gateway : M.S. Plate 10 mm. |
| 64 | Fabrication of the Plateform and Gateway : M.S. Angle 75 x 50 x 6mm for cross bar , railing (4 nos. of railing each side). |
| 65 | Fabrication of the Plateform and Gateway : M.S. Angle 75 x 75 x 6mm for post support etc. |
| 66 | Fabrication of the Plateform and Gateway : M.S. Channel 200 x 75mm, for support bar. |
| 67 | Fabrication of the Plateform and Gateway : M.S. Channel 100 x 50mm, for support bar. |
| 68 | Fabrication of the Plateform and Gateway : M.S. Channel 100 x 50, for support bar. |
| 69 | Fabrication of the Plateform and Gateway : M.S. Channel 100 x 75mm, for ladder |
| 70 | Fabrication of the Plateform and Gateway : M.S. Angle 75 x 75 x 6mm for steps of ladder. |
| 71 | Fabrication of the Plateform and Gateway : M.S. Angle 50 x 50 x 6mm for raling of ladder. |
| 72 | Fabrication of the Plateform and Gateway : Welding |
| 73 | Commissioning of the work : W.B. Grease |
| 74 | Commissioning of the work : Nuts & Bolts (3/8\\",5/8\\",7/8\\") |
| 75 | Commissioning of the work : M.S. Washer |
| 76 | Commissioning of the work : Hire charges of diesel trucks with driver and helper but excluding fuel and lubricant. (c) 10 Ton Capacity |
| 77 | Commissioning of the work : Cost of Diesel |
| 78 | Commissioning of the work : Lubricant cost |
| 79 | Commissioning of the work : Ordinary Labour |
| 80 | Commissioning of the work : Applying priming coat : With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. |
| 81 | Commissioning of the work : Applying priming coat : With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) |
| 82 | Commissioning of the work : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: 1. Painting with synthetic enamel paint of approved brand and manufacture Please Enable Macros to View BoQ information |
