|
| 1 | Medium Jungles: Clearing medium jungles and trees up to 15 cm. girth including cutting, uprooting roots and stumps, removing them from the site of the work, etc. complete as directed. (When 30% to 60 % of the area is covered by shrubs, trees etc.) |
| 2 | Felling trees including uprooting roots and stumps up to 50 cm. below ground, cutting into pieces and removing the same from the site of work etc. complete as directed. Trees above 0.50 m and up to 1 m girth: |
| 3 | Cutting bamboo, uprooting roots & stumps including removing them from the site of work, etc.complete as directed. |
| 4 | Uprooting bamboo clumps where bamboo already removed including removing stumps to a minimum distance of 30 m etc., complete as directed. |
| 5 | Earth work in embankment by tractor trailer carriage by mechanical means 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 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 layer and every 500 m distance, etc. complete as directed.For initial Lead up to 1.00 Km for all lifts. |
| 6 | Turfing with grass sods of largest possible rectangles of 12 cm. minimum thickness placed closely including dressing earth pegging with Jati bamboo split, watering till the grass grows for a lead up to 90 m and all lifts, etc. complete as directed. |
| 7 | Supply of geo-textile Tube (Mega containers) with minimum properties as mentioned below• Polymer = PP of 400 GSM or above• Tube Circumference = 10 m + 5% (m)• Fill Port (diameter) = 30 to 45 CM• Tensile Strength (MD) ≥ 100 kN/m• Tensile Strength (CD) ≥ 100 kN/m• Elongation – MD ≤ 25%• AOS ≤ 0.180 mm• Permittivity ≥ 0.40 S-1• Length = 25 m |
| 8 | 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 to keep the tube in position during filling. as specified and directed 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. |
| 9 | Construction of whole bamboo single palisading with matured Bhaluka bamboo posts 7.5 cm to 10 cm dia.,15 cm clear apart 1.50 m to 1.80 m above ground and 1.00 m to 1.20 m below ground with Bhaluka bamboo inclined struts placed at 1.5 m a part tied with threerows of horizontal half Jati bamboo kamies etc.complete as directed.(Using Bhaluka Bamboo at the rate of 10.14 nos./Rm & Jati Bamboo at the rate of 2.40 nos. |
| 10 | Serviceable empty cement bags. |
| 11 | Labour charge for filling of empty cement bags to attain minimum filled up volume of 0.028 Cum withfilled up size of 0.7 m × 0.40 m × 0.10 m, laying andpitching of the earth filled cement bags includingexcavation and borrowing earth, breaking clods,filling in bags and supplying and stitching the mouthwith jute sutli, etc. complete as directed.(Cement bags will be supplied by the department free of cost) For borrowing earth from a distance beyond 30 m. &up to 60 m. |
| 12 | Supply of Geo Bags Type-B (Size 2.00 m × 1.50 m inner to inner) (Pillow Type) made of composite layers of Polypropylene (PP) fibre as per IS 16653:2017 for Nonwoven and IS 16654:2017 for Woven: Woven Geo-textile for the outer cover (300gsm): The woven geo textile is woven with multifilament woven fabric manufactured from ultra violet stabilized polypropylene. Geo-textile used to manufacture geotextile bags should have high mechanical properties for enhanced durability along with enhanced puncture, abrasion and U.V. resistance characteristics. Geo-textile should be inert to biological degradation and resistant to naturally encountered chemicals, alkalis, and acids. Properties i. Tensile strength (MD) ≥ 80 KN/m & Tensile strength (CD) ≥ 70 KN/m ii. Elongation (MD) ≤ 25% & Elongation (CD) ≤ 25% iii. Abrasion ≥ 75% iv. Trapezoidal Tear Strength (MD) ≥ 1500N & Trapezoidal Tear Strength (CD) ≥ 1300N v. CBR Puncture strength ≥ 900N vi.Permeability ≥ 18 l/m2/sec vii. AOS ≤ 250 micron viii. UV Resistance @ 500 hours retained Tensile strength (MD) & (CD) ≥ 80% ix. Mass ≥ 300 gm/m² x. Seam strength ≥ 50 % of actual fabric strength.Non-Woven Geo-textile for the inner layer (300gsm): It is needle punched non-woven geo-textile made of 100% polypropylene staple fibres which are formed into a random network for dimensional stability. It should resist UV degradation, rotting and alkalis.Properties i. Wide Tensile strength (MD) ≥ 15 KN/m & Wide Tensile strength (CD) ≥ 15 KN/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 ≥ 60 l/m2/sec viii. AOS ≤ 75 micron ix. UV Resistance @ 500 hours retained Tensile strength (MD) & (CD) ≥ 80% x. Mass ≥ 300 gm/m² xi. Thickness at 2KPa ≥ 3 mm xii. Seam strength ≥ 80 % of actual fabric strength. Stitching of Bags should be Ring Spun Yarn stitches with 2500-3000 denier double line chain stitch with overlap with stitches along the edge. (Bags are to be supplied of 15 numbers in a bundle, properly packed with each bag having proper tag with name of Manufacturer, Batch Number, the GSM and type of polymer encrypted and stitched on top corner and each bag is to be marked with “WRD Govt. of ASSAM” to be printed distinctly. Test Certificate from approved NABL accredited and ISO Certified Laboratory should invariably be submitted against each batch of material) |
| 13 | Carriage of Geo Bags of size 2.00 × 1.50 m 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 = 20.00 km. |
| 14 | Filling and laying of nonwoven Geo - textile bag of dimension 2.00 m × 1.50 m excluding excavation of specified sand/silt from flood plain or adjacent chars within a distance of 90 m of the work site, filling geo bags with sand having minimum volume 0.612 Cum after filling, double locking chain stitching the mouth of the filled bags with polypropylene thread by power driven double needle machine, laying at proper site including all handling charges and local carriage within a distance of 100 m complete as directed. (Sand/silt, Geo Bag and Polypropylene thread will be supplied by the department free of cost) Without Boat |
| 15 | Supply of Sewing Thread/Yarn PPMF Stitching Thread. |
| 16 | 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) |
| 17 | Plain/Reinforced cement concrete, in sub structure complete as per drawing 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 orequivalent) conforming to IS-9103-1999.(F) RCC Grade M 25.(a) for height upto 5m. Case I: with Concrete Mixer |
| 18 | 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 |
| 19 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303.III) Brick on edge laid in cement mortar (1:3) |
| 20 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.V) Marshy soil |
| 21 | 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 uivalent), air entraining and water reducing plasticiser ( asterplast PAE or equivalent) and elerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999 (Pile diameter-750 mm) |
| 22 | Dewatering by 5 H.P. water pump including supply of necessary fuel, engine oil and pump operator etc. complete as directed. |
| 23 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. B. Sandy Material |
| 24 | M.S. Plate (6mm thickness for skin plate) |
| 25 | M.S.Channel (175 x 90mm for shutter vertical & horizontal stiffeners , frame etc.) |
| 26 | M.S.Flat (50 X 6 mm for rubber seal fitting.) |
| 27 | J\\" type rubber seal of the following sizes (Best quality) ISI specified b) 125mm. |
| 28 | M.S. Electrodes (Best quality) a) 8 SWG |
| 29 | M.S. Electrodes (Best quality) b) 10 swg. |
| 30 | Antisol red oxide paint |
| 31 | Red oxide primer. |
| 32 | Turpentine oil. |
| 33 | Nylon rope. |
| 34 | Painting brush 3\\"11 |
| 35 | Steel wire Brush. |
| 36 | Filled Oxygen Gas |
| 37 | Filled D.A. Gas |
| 38 | Waste cotton |
| 39 | Diesel (for Arc Welding Generator sets.) |
| 40 | Lubricating oil (for welding sets.) |
| 41 | Nuts and Bolt (for rubber seal fitting) |
| 42 | Supply of M.S. Shaft (Best quality) of 63mm dia |
| 43 | Thread cutting (Square) 1 TPI/2TPI including fine finishing and making hole in one of size 63mm |
| 44 | 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)of size 125 mm × 175 mm |
| 45 | H.D.Thrust ball bearing(best quality) ISI specified b)65mm. |
| 46 | M.S. base plate 300 mm × 300 mm as per direction including supply of materials. (Machine finished) of size 12 mm thickness |
| 47 | M.S. lock plate 300 mm × 300 mm as per direction including supply of materials. (Machine finished) of size 10 mm thickness |
| 48 | Clamp for lock plate. |
| 49 | M.S.Electrode 8 swg. |
| 50 | M.S.electrode 10 swg. |
| 51 | Nuts and Bolts (Assorted size). |
| 52 | M.S.Washer. |
| 53 | Shaft pin with length up to 150 mm for the following diameters b) 16 mm |
| 54 | Distant tube with pin of size a) 75 X 12mm |
| 55 | G.I. pipe a)25 mm dia |
| 56 | C.C. counter weight circular type 400 mm dia. Around 100 mm thick with 25 mm dia. hole at centre & two handles for carrying weight of 30 Kg each as per direction (Machine finished) |
| 57 | Counter weight holder (125 mm) |
| 58 | Pulley stand made of 100 × 50 mm channel for (As per direction) a) 125 mm |
| 59 | Pulley pin 16 mm dia |
| 60 | C.I pulley 16 mm to 25 mm dia. with centre hole as per direction (Machine finished)a) 125 mm |
| 61 | Steel wire rope a)16 mm |
| 62 | 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 |
| 63 | C.I. Roller pin of 16 mm |
| 64 | 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 x 150 mm |
| 65 | M.S. Channel (175 X 75 mm for installation of guide pairs for two openings.) |
| 66 | M.S Channel (175 X 75 mm for top and bottom channel) |
| 67 | M.S. plate (10 mm for Guide channel , Tool Post bottom support.) |
| 68 | M.S. Plate (6 mm for Platform top covering of sluice) |
| 69 | M.S.Angle (75 X 75 X 8 mm for Tool post,anchoring.) |
| 70 | Nuts and Bolts (Assorted size ) |
| 71 | Filled Oxygen Gas |
| 72 | Filled D.A. Gas |
| 73 | M.S. washer (Assorted size) |
| 74 | MS Rod |
| 75 | Seperator stud with nut on both end with tube of lenght 250 mm to 460mm |
| 76 | M.S.Electrode 8 swg. |
| 77 | M.S.Electrode 10swg. |
| 78 | Skilled (other than ITI certificate holder) |
| 79 | Ordinary / unskilled labour |
| 80 | Arc welding holder 600 Amp. |
| 81 | Arc welding mask. |
| 82 | Arc welding dark glass. |
| 83 | Arc welding cable 600 Amp. |
| 84 | Lubricating oil |
| 85 | Gas cutting hose, 12 mm dia.(Black & Red). |
| 86 | W.B. Grease |
| 87 | Nuts and Bolts (3/8\\", 5/8\\",7/8\\"). |
| 88 | M.S.Washer. |
| 89 | Leather hand gloves |
| 90 | Nylon rope (16mm to 20mm.) |
| 91 | Matured Jati Bamboo 75 mm to 100 mm dia. and 6 m to 7 m long |
| 92 | Matured Bholuka Bamboo 100 mm to 150 mm dia. and 7 m to 8 m long |
| 93 | Antisol red oxide paint (for guide channel & other iron structures etc.) |
| 94 | Red oxide primer (for guide channels& other iron structures etc.) |
| 95 | Turpentine oil. |
| 96 | Gas cutting kit (including oxygen meter, acetylene meter, cutting torch, regulator etc.) |
| 97 | G.I. wire a) 22 SWG |
| 98 | M.S. Chain of size b) 8 mm |
| 99 | Lock & Key b) 55 mm |
| 100 | Hacksaw blade 1.5\\" X 12\\" double ended |
| 101 | Diesel |
| 102 | Gas cutting nozzle. |
| 103 | Hire charge of diesel truck of 2 ton capacity with driver and helper but excluding fuel and lubricant (for carrying of various sluice gate materials from workshop to site and vice-versa.) |
| 104 | Hire charge of Crane with capacity 3 ton with operator excluding fuel & lubricant. |
| 105 | Hire charge of 25 KVA Diesel Generating Set. withoperator and P.O.L. |
| 106 | First Aid kit (comprising of items like Band-Aid, Dettol 100ml, Iodine solution, Antiseptic cream, Scissor, Cotton, Bandage, Burnol, Spray etc. complete). Please Enable Macros to View BoQ information |
