WBMAD/ULB/HM/1008/NIT-2486 Dt-16.02.2026

Page No. - 1/2 (a) 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. (a) Depth of excavation not exceeding 1,500 mm.

Page No. - 47/3 Supplying & laying polythene sheet ( 150 gm. / SqM.) over the layer of compacted moorum at starched condition.

Page No. - 26/10 (i ) ( Analysis rate ) 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. (i) Pakur Variety

Page No. - 43/40 (ii) ( Analysis rate, 10th Corrigenda dt 24.08.2022 ) Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel II. JSW /JSPL /SHYAM / SRMB / BMASL / ELECTROSTEEL / SSL

Page No. - 42/36 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, columns, lintels curved or straight including fittings, fixing and striking out after completion of works. ( upto roof of ground floor) (When the height of a particular floor is more than 4 m the equivalent floor height. shall be taken as 4 m and extra for woks beyond the initial 4 m. ht. shall be allowed under 12(e) for every 4 m or part thereof. ) f) 25 mm to 30 mm shuttering without staging in foundation.

P - 257/5.11 Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre -heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hirecharges of Mobile Hot Mix Plant Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD

Page No. - 258/5.13 B (i) Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges,cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).I By Mechanical Means (i) With Hot Bitumen Binder (@ 0.68 kg / sqm.)

Page No. - 251/5.02 Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS : 8887 - 1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT & H ( 5th Revision ) (i) On Bituminous Surface ( Using Cationic Bituminous Emulsion at the rate of 0.25 kg per sqm. )

Page No. - 1/3 Earth work in filling in foundation trenches or plinth with good earth. in layers not exceeding 150 mm. including watering and raming etc. layer by layer complete. ( Payment to be made on basis of measurement of fiinished quantity of work ) a) With earth obtained from excavation of foundation.

P - 2/5 (a) Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) (a) With earth obtained by fresh excavation upto 1800 mm. depth (including the cost of excavation from land arranged by the Deptt. within a lead of 100 m.)