District Magistrate Tender

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam mspecification 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). b) Grading-II Aggregate (53 mm to 22.4 Stone Screening Type B (11.2 mm) B. Manual Means Add cost at site of 1.21 m³ of Grading-I Aggregates & 0.24 m³ Stone Screening Type-B to arrive at the complete rate

Providing and applying Prime 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 0.70 to 1.0 kg per sqm.) Add cost & carriages of materials as per requirement vide Table 3.3-1 of Section 3 to get the final consolidated rate.

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 (@ 0.009m³ 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. Add cost & carriages of materials as per requirement vide Table 3.3-1 of Section 3 to get the final consolidated rate.

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, .................. 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.) Add cost & carriages of materials as per requirement vide Table 3.3-1 of Section 3 to get the final consolidated rate

Earthwork in excavation in foundation trenches or Drain in all sort of soil (including mixed soil but excluding laterite or stacking the spoils within a lead of 75m as directed.The item includs necessary trimming the sides of trenches.leveling dressing and ramming the bottom, bailing out watersandstonas required complete.

Labour for laying 150 mm size boulder soling including rough dressing breaking necessary hand packing and ramming down small stone pices in the intestices including rolling and preparation the bed to proper level and camber with necessary cushioning over bed and ultimate filling of voids with sand including cost of materials but excluding the cost of stone boulder.( Rate Analysis attached).

(1:2:4) C.C. with 20mm down bazree with materials supplied at site excluding shuttering.( Rate Analysis attached).

Providing formwork and staging show as to give smooth concrete surface finish including hire and labour charge for the same bridges and culverts including stripping off and removing after completion of work and necessary battae curve surface etc all complete (a) formwork with timber planks in well steining kerb,components of pire,abutmenr=t retaining wall, wall of box type bridge vertical and inclind sides of superstructure other than hollow box type bridges, parapet kerp, road cuve rail post cable tray, cable tray etc.(i) for portion of hight 1.0m

Add SGST 18%

Add CESS 1%