WBMAD/NDITA/124/2025-26/SL.01

Supplying Sal-bullah piles at work site, including dressing and making one end pointed a) 125mm diameter

b) 225mm diameter

Labour for driving Sal-bullah/Eucalyptus bullah piles bymonkey in 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. (i) 225mm diameter

Labour for fitting and fixing 10cm to 13cm diameter Salbullah ties and runners including necessary nails,bolts and nuts.

Coating of "Epoxy" resin of thickness not less than 160 micron with a low viscosity, crystallisation - resintent epoxy resin base with a reactive diluents combined with high build epoxy amine adducts as per BS 5493 standard and a poly amide or amido poly amine or any suitable hardener it shall react with epoxy resin at normal ambient temperature, suitable for solvent free coating as per recommended proportion for use on metal, concrete and wood surface to protect from corrosion as well as damage from chemical reaction after making the surface free from dust, oil and moisture etc. all complete as per instruction and to be satisfaction of EIC. [This item will be operated on priorb permission from the concerned SE/Dy. Chief Engineer]

Earth work in filling in compound, tank, low land, ditchesetc. with good earth, in layers not exceeding 150 mm.including breaking clods and consolidating the same byramming and dressing complete. (Payment will be made on profile measurement before and after the work) (iii) With carried earth arranged by the contractor within a radius exceeding 5 km. but not exceeding 10 km. including cost of carried earth.

Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof

Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal /Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge

Supplying empty cement bags in good condition.

For driving from specially made pontoon/platform for driving of Sal-bullah.

MS work in bolts and nuts

Supplying and fitting & fixing MS iron pile shoe.

Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all identical charges complete but excluding cost of sand and gunny bags

Supply of hedge plant including plantation as where needed with mixing of cow dung and fertilizer and three months maintenance a) Fieus Panda - 1'6'' height Bushy

Supply of hedge plant including plantation as where needed with mixing of cow dung and fertilizer and three months maintenance a) Duranda (height 10''-1')

Supply of hedge plant including plantation as where needed with mixing of cow dung and fertilizer and three months maintenance a) Acalypha Red (height 1')

Supply & Plantation of Carpet Chinese grass with root including preparation of bed with chemical fertilizer, cow-dung, bone dust etc. including maintenance for three months.

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

Durma mat works strengthened with split bamboo placed both ways (225 mm apart.) both sides and tied together fitted and fixed complete (but excluding the cost of supporting frame work) (i) Single Durma mat works (a) In walls & floors

Construction of Embankment with Material Deposited from Roadway cutting, Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables300.1 and 300.2 as per Technical Specification Clause 301.5 for Rural Roads of MORD including carriage of material for a distance of 1 km.

Carriage of sand, Moorum and similar materials over pucca road.

Loading, unloading and stacking by Manual Means. (A) Loading in to trucks at the lifting point, unloading at destination, stacking properly in go downs or yard etc. as directed including carriage by head load up to a lead of 50.00 m at each of the two points. (b) Earth & Sand, Stone aggregate below 40 mm nominal size.

Hire Charges of moveable type mounted earth excavator having minimum cutter size (1.0 cubic meter) & loader size (2.0 Meter length X 0.75m width) for cutting & removal of any kind of soil, spoli etc. including cost of fuel, lubricants & manpower etc. in water supply works. [This item will be operated on prior permission from the Concerned SE/Dy. Chief Engineer]

Construction of Sub grade and Earthen Shoulders Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD.

Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm.

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (b) For each additional Depth of 150mm and part thereof.

Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately)

Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40).

Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening

Ornamental brick edging (75mm wide) in compound roads, gardens etc. with 1st class or picked jhama bricks laid diagonally on end and with a corner slightly raised from adjoining surface thus giving saw tooth appearance including cutting trench laying bricks and repacking the trench thoroughly on both sides of the edging complete as per direction.

Add GST@18% on Sl. No. 1 to 30

Add labour cess @1% on Sl. No. 1 to 31