REPAIR WORK OF DRAIN AND VARANDAH FROM SHOP NO. 172 TO 176 IN NEHRU MARKET IN KISHANPOL ZONE AREA

(2.4) Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.

(2.4.1) 1) Lime Concrete, cement concrete grade M-10 (1:5:10) and below

(2.4.5.2) 5) Dismantling Stone Masonry 2) Rubble stone masonry in cement mortar. PILLER

(2.4.2) Cement Concrete Grade M-15 and above and PCC blocks

(3.1) Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling karries and battens to be paid for separately) including stacking of serviceable material and disposal of unserviceable material within 50 metres lead

(3.8) Demolishing mud phaska in terracing and disposal of material within 50 metres lead.

(3.6) Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.

(1.1) CARRIAGE OF MATERIALS (By Mechanical Means): Carriage of Materials by mechanical transport including loading, unloading and stacking :: The rates will be applicable to net quantities after deduction of prescribed percentage for voids mentioned in the specification under subhead "Carriage of Materials"

(1.1.2) F) Beyond 5 Km upto 10 Km. per Km.

(40.5.1) P & L Lime Surkhi Plaster lime surkhi mortar 1:2 (1 Lime : 2 Surkhi) including preparation of mortar by traditional practice (by grinding) in specified course for base coarse and subsequent course & Loi, tamping, beating, curing till the shrinkage cracks are disappear. The work is to be done with all lead as the work is of restoration nature as per Jaipur practice including adding gur, methi & gugal on old walls including removal of all old loose and decade plaster, each coat to be done after 3 days of previous coat. 33 mm thick in four coats wall piller

(40.17) Khamira Colour Washing as per old traditional practice to prepare the Khamira the lime should be slaked at least for 7-10 days and regularly it should be stirred by adding cured, Gugal, for non-synthetic colour adding gum (babool gum) as per specification. Then applying prepared solution on walls three to four thin coats as desired finishing.

(40.19) Providing & applying Lime kara 1:2 (1lime cream : 2 Zikki powder) grinding mortar with grinding mill/manually on lime base, on ceiling and all flat surface in two coats. First coat applying 3 mm to 4 mm thick and curing properly at least 7 days, second finishing coat done after 7 days of previous coat as per traditional practice.(thickness not more than 6 mm.)

(40.18) Stucco work in lime, Surkhi, mortar (1:2) as per existing design work/ traditional practices by skilled craftsman, the stucco work should be done as per restoration nature, the mortar should be prepared by grinding mill adding gur, methi & gugal.. The thickness varies from 50 mm to 100mm as per the design (minimum rectangular surface area to be measured).

(40.28) Providing and fixing stone Patties (slab) on roofing including removing broken patties carefully and replacement new slab with Kharanja, ralthal and lime dhar as per traditional practice. Span about 3.30 mtr. To 5.50 mtr. 100 mm to 150 mm thick of approved stone.

(40.29) Providing and laying lime Dhar on roofing as per Rajasthan, Jaipur traditional practice with lime, Surkhi, old lime powder, brick aggregate 12 to 20mm (1:2:2:2) and using Methi, Gur, Hemp, Belgiri etc. including beating and temping 100 to 150 mm thick as per specifications. Including dismantling of old deteriorated roofing

(12.6) Providing and fixing of reinforced Ferro-Cement drain covers designed for ‘AA‘ class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.

(12.6.4) 4) Standard Size 2100x500mm (150mm thick) for span 1201 to 1500mm

(23.1.2) Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) dpc slab

(23.19) Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete.

(23.19.6) 6) Thermo-Mechanically Treated bars.

(25.1) Random rubble masonry with hard stone in foundation and plinth :

(25.1.1) 1) Cement mortar 1:6 (1 cement : 6 coarse sand)

(25.2) Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories.

(29.26.2) 2) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

(9.3) Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.

(32.2) Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on the rough side of single or half brick wall of mix :

(32.2.2) 2) 1:6 (1 cement : 6 fine/ coarse sand)

(30.25.1) 1) Area of each slab 900 to 2000 sqcm

(22.1) Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :

(22.1.5) Lintels, beams, plinth beams, girders, bressumers and cantilevers.

(22.1.3) Suspended floors, roofs, landings, balconies and access platform.