WBMAD/ULB/HM/NIT-48e/2025-2026

Page no 321 / item no 18.02 (a,i) Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. (a) By manual means : (i) From 25 mm to 50 mm thick.

Page no 248 / item no 4.11 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8–10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) Add cost at site of 1.21 m³ of Grading-2 Aggregates & 0.24 m³ Stone Screening Type-B to arrive at the complete rate.

Page no 251 / item no 5.01 Primer Coat Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For WBM / WMM Surface: (with primer @ 0.70–1.0 kg/sqm)

Page no 251 / item no 5.02(ii) Tack Coat 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). (ii) On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm).

Page no 248 / item no 5.02 Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, intermediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision). B. For Grading 2 (19 mm nominal size, 50–75 mm thick.)

Page no 251 / item no 5.02(i) Tack Coat 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 surfaces treated with primer (Using Bitumen emulsion at the rate of 0.20 to 0.30 kg per sqm.) over Bitumenous Surface.

Page no 257 / item no 5.11 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 arrangements, 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 hire charges 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. Applying Tack Coat (Bitumen Emulsion @ 0.275 kg/m²).

Page no 258 / item no 5.13 (B) 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 a 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). II) By Manual Means With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)

Page no-334 & item no-18.18 Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed. (iii) 200 mm diameter Close Bolla piling Total length 100 mtr 200 mm dia @ 275 mm c/c

Page no-334 & item no-18.18 Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed. (iii) 200 mm diameter Close Bolla piling Total length 100 mtr 4 Nos Runner (1/2 Bullah) 100 mm diameter

Page no-334 & item no-18.18 Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed. (iii) 200 mm diameter Close Bolla piling Total length 100 mtr Tie (half Bullah) 100 mm Diameter (2.25 C/C)

Page no-334 & item no-18.18 Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed. (iii) 200 mm diameter Close Bolla piling Total length 100 mtr Tie Post 100 mm Diameter (2.25 C/C)

Page no-334 & item no-18.18 Coal tarring on wooden surfaces including cost of materials (a) Double coat

Page no-334 & Item no-18.17 Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey 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. (iii) 150 mm diameter Close Bolla piling Total length 100 mtr 200 mm dia @ 275 mm c/c

Page no-334 & Item no-18.17 Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey 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. (iii) 150 mm diameter Close Bolla piling Total length 100 mtr Tie Post 100 mm Diameter (2.25 C/C)

Page no-338 & Item no-18.41 Labour for fitting and fixing 10 cm to 13 cm diameter sal bulla / Eucalyptus bullah as ties and runners including necessary nails, bolts and nuts.

Page no-336 & Item no-18.28 Supplying empty Cement bags in good condition.

Page no-336 & Item no-18.29 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 incidental charges complete but excluding cost of sand and gunny bags.

Page no-2 & Item-5 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). (iii) With carried earth arranged by the contractor within a radius exceeding 3 km but not exceeding 5 km, including the cost of carried earth.

Page No-270 / it no. 8.07 Providing & fixing Concrete Sign Board as per IRC specification of size 900 × 750 × 37 mm thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC fabric (75 × 75 mm mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm × 150 mm of height 2.65 m, of which top 750 mm is of section 100 × 13 mm, and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces, lettering, sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. Complete.)

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