Municipal Affairs Department Tender

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. a) Pakur Variety

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, basement and upto roof of ground floor/upto 4 m. (i) Tor steel (JSW/SRMB/SAIL/SSL/BMASL/JSPL/ELECTROSTEEL)Other than

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. 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) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work

Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification.

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). ii) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means.

iii) Grading-I Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means.

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)

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, inter-mediate 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.)

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 Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.)

Providing and Laying 20 mm thick open garded Premixed Carpet using 13.2 mm (@ 0.18m³/m²) and 11.2 mm (@ 0.09m³/m²) size stone aggregate, including thorough cleaning of the surface,applying tack coat, screening,cleaning and preheating stone chips `and fully precoating the same with matrix @ 54 kg per m³ of aggregates , laying the premixed chiw unifromly over the surface , hand packing , thoroughly rolling by power roller , including the cost and carriage of stone chips and matrix ,heating the matrix and all other cost and and cost of fuel and lubricants of machineries and equipments for construction and quality control as per IRC specification complete excluding cost of applying trak coat. (b) Ushing MHMP of Light Duty.

Laying Premixed Seal Coat (Type B) With approved quality sand /grit @ 0.6 m3 per 100 m2 and hot bitumen binder on thoroughly cleaned black top surface coated with track coat, including heating and mixing cleaned sand/grit (100% passing through 11.2mm sieve and retained on 1.80mm sieve) uniformly with hot binder @ 113.5 kg per m3 grit or sand in suitable pan / mobile Hot Mix Plant (Light Duty) , laying and spreading the mix at an unifrom 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 carges , cost of fuel and lubicants , incuding hire charges of machineries , tools & plants required for construction and quality control complete excluding cost of applying track coat. (b) Using Mobile Hot Mix Plant (Light Duty)

Add (CGST 9.0%)+(SGST 9.0%)=18%

Add Cess 1%