WBIW/CTU/CE(S)/e-NIT- 45 (e)/2025-26 SL7

Earthwork from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile.

Extra rate over Item No.1 for all kinds of soil for every additional lead of 30 metres or part thereof beyond the initial lead of 30 metres. A) Three extra lead.

Extra rate over Item Nos.1 for all kinds of soil for every additional lift of 1.50 metre or part thereof beyond the initial lift of 1.50 metre.

One extra lift.

Two extra lift.

Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead of - NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking. Note: For compensation for earth for land owned / arranged by the contractor add Rs. 25.00 per cum and Royalty Charges on earth @29.00 per cum and cesses charges @ Rs. 5.30 Per Cum (i.e., Rs. 15.00 per 100 cft) , as per Govt. notification, which will be paid on production of necessary documents in support of payment made towards the royalties and cesses.

Beyond 500 metre and upto 1.00 k.m.

Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge. (Payment will be made on the basis of Pre-work & Post-work level).

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Depth of excavation not exceeding 1,500 mm.

Depth of excavation for additional depth beyond 1500 mm. and upto 3000 mm but not requiring shoring.

Depth of excavation for additional depth beyond 3000 mm. upto 4000 mm excluding cost of shoring as necessary.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work). A) With earth obtained from excavation of foundation.

Making sausages Square or Rectangular in section (any length) made with 1st class kiln burnt / 1st class picked jhama full bricks rolled inside with 10 S.W.G. galvanised square pattern (internal dimension of mesh will be 100 m.m. x 100 m.m. square) galvanised wirenet caging with proper lapping of minimum 150 m.m, and sewing with 12 S.W.G. galvanisedwireincludingcostof allmaterials, carriage upto site, placing and laying the same in position, after preparing the bed to proper slope etc. complete as per direction of the Engineer-in-charge. (cost is excluding the cost of end pieces.). A) 0.90 metre x 0.90 metre nominal section.

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. Recommended type of cement is OPC-33/PSC/PPC. A) Pakur Variety.

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Recommended type of cement is OPC-33/PSC/PPC. A) Pakur Variety.

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). A) 25 mm to 30 mm shuttering without staging in foundation.

Providing and laying pre-cast interlocked brick block pitching of required size (53 Cm. x 53 Cm, x 25 Cm. or as directed by the Engineer-in-charge ) with 100 mm protrusion in staggered manner with 1st class kiln burnt bricks in cement mortar including flush pointing on all faces excluding exposed 4(four) vertrical faces of protrusion which is to be plastered with 19 m.m. thick cement plaster , curing, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth work not exceeding 300 mm in depth with all leads & lifts including cost of all materials/ blocks up to site by all means of transport. The gap between adjacent blocks will not be more than 10 m.m. (Sand, cement mortar mix for making blocks, pointing & plastering is 1:4). The cost of plastering the exposed 4(four) vertrical faces of protrusion will be paid in seperate item.

Providing and laying pre-cast interlocked brick block pitching of required size (53 Cm. x 53 Cm, x 25 Cm. or as directed by the Engineer-in-charge ) without any protrusion with 1st class kiln burnt bricks in cement mortar including flush pointing on all faces except exposed face which to be plastered with 19 m.m. thick cement plaster , curing, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth work not exceeding 300 mm in depth with all leads & lifts including cost of all materials/ blocks up to site by all means of transport. The gap between adjacent blocks will not be more than 10 m.m. (Sand, cement mortar mix for making blocks, pointing & plastering is1:4).

Providing and laying pre-cast brick block pitching of required size (53 Cm. x 53 Cm, x 25 Cm. or as directed by the Engineer-in-charge ) with 1st class kiln burnt bricks in cement mortar including flush pointing on all faces except exposed face which to be plastered with 19 m.m. thick cement plaster , curing, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth work not exceeding 300 mm in depth with all leads & lifts including cost of all materials/ blocks up to site by all means of transport. The gap between adjacent blocks will not be more than 10 m.m. (Sand, cement mortar mix for making blocks, pointing & plastering is1:4) .

Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void). B) 1st class brick ballast.

First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials. A) In 1:4 proportion. Cement: PPC/PSC/OPC-33

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]. A) With 1:4 cement mortar, i) 15 mm thick plaster. Cement: PPC/PSC/OPC-33

Plaster to the masonry faces with 19 mm thick Cemene sand plaster in 1:4 proportion including curing, cost, leads & lifts of all material up to site by any means of transport and all other incidental charges as applicable as per instruction and satisfaction of Engineer-in charge. Cement : PPC / PSC / OPC 33

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE: Cement 0.152 cu.m per 100 sq.m. Cement: PPC/PSC/OPC-33

Brick soling with picked jhama bricks including preparationof bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. A) Soling or dry pavement with one brick-on-edge laid in herring bone pattern over a layer of brick flat (thickness 125 mm plus 75 mm).

Supplying, testing and installation of open Weave Jute Geo-textile (JGT) having overall weight of 500 gm/sq. m, thickness 6 mm, width 1220 mm, Tensile strength 10 KN/m (Warp direction) × 7.50 KN/m (weft direction) on slopes of embankments dressed and cut to a gradient as per design and drawing for control of surface soil erosion on proposed bank slope of embankment including the cost of preparation of sub-grade and excavating the trenches of 500 mm deep and spade-width wide where necessary, and filling the trenches with earth duly secured to sub-grade by U shape MS staples (11 gauges) or wooden or plastic pegs at an interval of 450 mm, providing side lapping of 100 mm and horizontal lapping of 300 mm as per direction complete.The rate is inclusive of all incidental charges, transportation by all means to the work site, all leads and lifts complete. (Payment will made on the basis of finished surface area of the slope).

Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only).

Supplying Jhaw / Eucalyptusbullah piles at worksite, includingdressing and making one end pointed. A) 15 cm Av.diametre. Note: Diameter to be measured at 1.5m. from the thicker end.

Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. A) 15 cm Av.diametre. Note: 1) Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end.

Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site. A) Width of thinner end above 10 cm. and less than 15 cm. i) Jhaw / Eucalyptus.

Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg).

Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,( tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag.

Extra rate for item no 26 above for each additional lead of 60 metre or part thereof beyond the initial lead of 30 metre. A) One extra lead.

Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts.

Making cubical bamboo porcupine cages with bamboo of 60 mm to 75mm dia. having length of 2 metre each for all horizontal and vertical struts and 2.8 metre length for diagonal struts, 3 nos horizontal and 3 nos vertical struts should be placed equi-distant from each face to make the square cage of outer dimension 75 cm x 75 cm and projecting each strut by 60 cm on all directions. Two nos dioganals or cross bamboo posts should be placed on each face having their centre tied with the centre of cage properly including fitting, fixing corners, vertical, horizontal and diagonal struts with iron nails not less than 20 cm long and tying corners with 16 SWG galvanized iron wire, filling the cages with 1st class kiln burn Brick @ 80 nos bricks per cage. Cages builts with 10 SWG hexagonal or square pattern 10 cm mesh, with proper lapping, tying and sewing with 10 SWG GI wire including cost of all materials, carriage to site and laying the same in the bed or slope of the river complete as per direction of the Engineer - in - Charge . ( N.B::- If G I wirenetting is not considered then Rs. 348.00 per cage may be deducted from the following costs, towards cost of wire netting including OH and conctarcor's profit .) For cages of size 75cm x 75cm x 75cm with 1st class kiln burn Bricks A) Single cage.

Extra rate for item no. 30 above for dumping by boat in flowing water including cost of hiring of boat, boatman, loading into boat and dumping in specified location including all other equipments etc. complete as per direction of the Engineer-in-charge.

Supplying at site the following materials including carriage, Overhead Charges and Contractor's Profit. A) 10 SWG G I Wire.

Supplying A) Hot Rolled Non-Alloy Steel Sheet Piling, Z-Type or U-Type, with Larssen Interlock as per EN 10248-1: 1996 & EN 10248-2:1996, Steel name S430GP, & number 1.0523 (both as per EN-10027), Classification Quality Steel (QS) as per EN 10020, having minimum yield strength of 430 N/mm2, at worksite including all statutory taxes, duties and incidental charges, for use in (a) all sorts of hydraulic structures, and, (b) below structural flood walls / as cut off walls on top of embankments, constructed to lower the phreati lines, having minimum thickness, mass and elastic modulus within the permissible range as shown below; Range of minimum thickness (excluding tolerance) at any part, in mm (tmin), (8.5≤tmin ≤9.5), Range of Mass (Kg /sq.m) , (M), 105.0≤M≤120.0 , Range of Section Modulus (cm3) , (Z), 1600≤E≤2200 N.B: Inspection of Sheet piles should be as per Cl. 2.6.1.3 (b) of the 6th Addenda & Corrigenda issued on 3rd May 2021,to the Unified Schedule of Rates of Irrigation & Waterways Departmentbrought out from December 2018.

Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in double row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. A) 900 mm dia.

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. Steel Materials: For Steel rods / HYSD bars / TMT bars (JSW JSPL / Shyam / SRMB/ /SSL/ BMASL / Electrosteel) (Fe 415 /Fe 500 /Fe 500D, conforms to lS: 1786)

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. A) Where staging is not required.

Providing weep holes in Brick masonry / Plain /Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.

Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void).) A) Jhama ballast.

Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and up7.5 cm. diameter. (Dia. to be measured at mid length).

Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.Where boats are not necessary

Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.)

Fabrication , supply, erection and commissioning of embeded parts consisting of seal beam, Guide channel with all accessories for vertical gate of canal/river made of MS material consisting of angle, channelbeam,plate,flat etc conforming to IS : 2062-2011/Latest revision manufactured as per approved drawing and direction including cost of Materials, Machinaries, Manpower, Cutting, Aligning, Anchoring ,welding, Finishing, Consumables,Carriage and all overheads with all leads and lifts complete as per specification (Without Painting). Remarks: Cost for civil works to be taken from PWD (R) directorate Seperatly. A) Guide Channel / Guide Path / Top seal path.

Fabrication, Supply, erection and commissioning of new Slide type vertical lift regulator service gates of Canal/River as per IS: 5620 -2000/Latest Revision consisting of skin plate, vertical and horizontal grider, stiffener etc. made of MS material consisting of angle, channel, beam, plate, flat, etc. conforming to IS : 2062-2011 / latest rivision manufactured as per approved drawing and direction including cost of Materials, Machinaries, Manpower, Cutting, Aligning, drilling, Welding, Finishing, Consumables, Carriages and all overheads with all leads and lifts complete as per specification (without painting). A) Width of Gate Shutter Size Upto 2 meter.

Fabrication, Supply, erection and commissioning of new Flap/Fall board shutter of Canal/River as per IS: 5620 -2000/Latest Revision consisting of skin plate, vertical and horizontal grider, stiffener etc. made of MS material consisting of angle, channel, beam, plate, flat, etc. conforming to IS : 2062-2011 / latest rivision manufactured as per approved drawing and direction including cost of Materials, Machinaries, Manpower, Cutting, Aligning, drilling, Welding, Finishing, Consumables, Carriages and all overheads with all leads and lifts complete as per specification (without painting). A) Width of Gate Shutter Size Upto 4 meter.

Supplying, fitting & fixing of screw rod having square thread of 1.5/2 T.P.I, Material bright steel [EN‐8/EN9/forged Cl‐4 (45C8) as per IS :1875 1992/latest Revision]. dia and thread length as required and providing with a drilled hole of required dia on the other end after flattened and supplying with one no. bolt and nut of required size and all other components as required as per direction of Engineer‐In ‐ Charge. The cost includes cost of material, man power employed, consumables like cutting tools, emery paper, cloths, , hire charges of machineries, tools & tackles, grease, mobil etc including carriage loading & unloading as per direction of Engineer in charge. A) upto length 3 metre.

Supply, installation, testing and commisioning of following items for hoisting system and gear box as mentioned below as per direction including cost of Materials, Machinaries, Manpower, Cutting, Machining, Aligning, Anchoring, Welding, Finishing, Consumables, Carriage and all overheads with all leads and lifts complete as per specification (without painting). Base frame (MS).

Bush(GM).

Supply of bearings:- A) Bearing No. 51111 (SKF) (Thrust bearing).

Supplying, fitting & fixing Cast Iron wheel in the screw hoisting system fopr lifting or lowering the draw shutter.The wheel consisting of suitable size hub to accomodate any size of G.H./C.I. nut,rim dia 32 mm and four nos arm made of minor dia of 30 mm & major dia 36 mm rod complete or as per approved drawing & direction of the Engineer-in -Charge .The cost includes cost of meterilas ,Man power employed for dismantling and fittin fixing ,consumables like cutting tools,welding rod,hire charges of machineries like lathe machine grinding machine ,tools & tackles etc. including carriage loading & Unloading A) Upto 60 cm. dia. Cast Iron wheel.

Supplying, fitting & fixing of M.S fabricated pedestal stool of suitable size, consisting of bottom plate, top plate, four nos legs etc febricated with suitable sizes m.s plate, m.s angle conforming to I.S 2062 of latest revision and as per approved drawing & direction of Engineer in charge. The cost includes cost of materials, man power employed for dismantling and fitting fixing, civil works consumables like cutting tools, gas, oxygen, welding rod, anchor bolt of required size, hire charges of machineries, like gas cutting set, welding set, tools & tackles etc including carriage loading & unloading.

Cost for supplying and fitting fixing of bulb / musical node / J Type rubber Seal (Make Universal Moulders & Engineer/Popular Rubber Works (Pvt) Ltd/SAB Industries/Unique polymer Works/equivalent approved make conforming to IS: 11855-2011/Latest Revision) for different types of gate as per direction of E.I.C. .The cost includes cost of man power employed for fgitting fixing ,cost of rubber seal ,hire charges of tools & tackles, Scaffolding and safety equipments etc including carriage ,loading & unloading but excluding supply of ms clamp/flat plate ,bolts,nuts and washer A) solid bulb size - 40 dia 140 x 10 mm.

Surface cleaning of metal surfaces by chemical cleaners and then by hand with emary paper, wire brush and power tool cleaners and removing dust and preparation of surface including cost of all materials, labour, machinery, scafolding, etc, complete with initial lead for sand upto 1 km and all lifts.

Painting of Gates of Distributory/Branch/Minor canal/ Pump Column pipe/ Pump Discharge Pipe & other similar components on prepared surfaces with one coat of zinc phosphate primer (airless spray preferred) 50 microns/coat and one coal tar epoxy, 150 microns/coat including cost of all materials, labour, scaffolding etc., complete with all leads and all lifts.