Improvement ,Up-gradation and renovation of State Guest House No.1, Khanapara (Improvement of road in front portion with bituminous course along with construction of road with paver block back side of the campus at Koinadhara, Khanapara

Amount

l (Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loadingin tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.)

Removal of unserviceble soil ferom deposited earlier at site

Plain/ Reinforcement cement concrete , in sub-sstructure complete as per drawing and technical specification and steel shuttering formwork PCC Grade M-15p,p

Providing stone/brick soling in earthen shoulder with stone /best quality Jhama brick , sand packed and laid to true line and levele and in panel after preparing the subgrade including earthwork in excavation as direected including all laboour and materials and if necessary dewatering, complete.

Brick Masonary work in 1:3 in sub-structure complete excluding pointing and plastering as per drawing and technical specifications.

Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. )

Granular sub-base with coarse Graded Materials (Table:-400-2) Construction of Granular sub-base by providing close graded materials,spreading in uniform layers with motor grader on prepared surface ,mixing by mix in place method with rotavator at OMC, and compacting with vibraroty roller to achieve the desired density, complete as per clause 401, (a) Using grading 1 materials

ii) Using Grading II materials

Water Bound Macadam (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 material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) By Manual Means, Grading- III, Using Screening Crushable type such as Moorum or Gravel

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Dense Graded BituminousMacadam (Providing and laying bituminous concreete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixedwith bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. ( including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) A) With cement as filler (I)'with 60/70 or VG-30 grade bitumen

Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. ( including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratoryas directed by the deptt.) A) With cement as filler (I)'with 60/70 or VG-30 grade bitumen. (ii) Gor Grading -II

Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete

Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre

Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 300 mm dia. R.C.C. pipe

Providing SUN ROCK HIGH CTS/DEVI paver block /tiles of concrete grde M30 or above of approved quality , size shape of specified thickness over a levelling bedding layer of 50mm compacted sand over a base course of WBM or PCC (Base course to be paid sepeertely) including duttign where necessary finished with sprearing sweeping jointing sand and compacting the pavers using compactor as dpecified and directed. (a) 80mm thick

Earth filling with suitable soil (Manure mixed ) from out side

Providing and fixing premium quality FRP Moulded Grating in mesh size 38mm x 38mm x 25mm in above of drain all complete

M/S SUNRISE ENTERPRISE