Department Of Archaeology Museum And Heritage Tender

code04 - Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications.

code05 - Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand

code06 - Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand

code07 - Supplying of Solid granite stone all sizes of from Doddaballapura /Chikkaballapura quarry to work spot with all lead and lift and labour charges including hiring charges for chain and pulley block transportation etc., complete as directed by Engineer-in-charge of work (Data rate)

code08 - KSRRB M100-4.1 Cost of Haulage Excluding Loading and Unloading MORTH - 100 / Chapter 1 Case-I : Surface Road

code09 - Providing Dressing to Adhistana stone members all sizes of the existing structure the stones should be removed carefully in such a manner that no damages should be made to the existing sculptures and stacking the stones with in the monument premises including cost and conveyance of all materials, labour charges etc; complete as per the directions of the Engineer incharge of the Work (Data Rate)

code10 - Providing Dressing to Chejja stone members all sizes of the existing structure the stones should be removed carefully in such a manner that no damages should be made to the existing sculptures and stacking the stones with in the monument premises including cost and conveyance of all materials, labour charges etc; complete as per the directions of the Engineer incharge of the Work (Data Rate)

code11 - Providing Dressing to Ceiling stone members all sizes of the existing structure the stones should be removed carefully in such a manner that no damages should be made to the existing sculptures and stacking the stones with in the monument premises including cost and conveyance of all materials, labour charges etc; complete as per the directions of the Engineer incharge of the Work (Data Rate)

code12 - Providing Dressing to Pillar stone members all sizes of the existing structure the stones should be removed carefully in such a manner that no damages should be made to the existing sculptures and stacking the stones with in the monument premises including cost and conveyance of all materials, labour charges etc; complete as per the directions of the Engineer incharge of the Work (Data Rate)

code13 - Providing Dressing to Pillar capitals stone members all sizes of the existing structure the stones should be removed carefully in such a manner that no damages should be made to the existing sculptures and stacking the stones with in the monument premises including cost and conveyance of all materials, labour charges etc; complete as per the directions of the Engineer incharge of the Work (Data Rate)

code14 - Providing Dressing to Veener stone members all sizes of the existing structure the stones should be removed carefully in such a manner that no damages should be made to the existing sculptures and stacking the stones with in the monument premises including cost and conveyance of all materials, labour charges etc; complete as per the directions of the Engineer incharge of the Work (Data Rate)

code15 - Providing Dressing to Beams stone members all sizes of the existing structure the stones should be removed carefully in such a manner that no damages should be made to the existing sculptures and stacking the stones with in the monument premises including cost and conveyance of all materials, labour charges etc; complete as per the directions of the Engineer incharge of the Work (Data Rate)

code16 - Providing two line dressing to granite stone slab / granite stone masonry as per specification.

code17 - Resetting of Adhisthana stone members including conveying from stocked position lifting by chain and pully blocks and setting on its proper position to correct line and plumb and level with all lead, lifts and labour charges, including hire charges for chain and pully block etc, Complete including hire charges of scaffiloding materials and as directed by the engineer in charge of work.

code18 - Resetting of Pillar stone members including conveying from stocked position lifting by chain and pully blocks and setting on its proper position to correct line and plumb and level with all lead, lifts and labour charges, including hire charges for chain and pully block etc, Complete including hire charges of scaffiloding materials and as directed by the engineer in charge of work.

code19 - Resetting of Pillar Capitals stone members including conveying from stocked position lifting by chain and pully blocks and setting on its proper position to correct line and plumb and level with all lead, lifts and labour charges, including hire charges for chain and pully block etc, Complete including hire charges of scaffiloding materials and as directed by the engineer in charge of work.

code20 - Resetting of Beams stone members including conveying from stocked position lifting by chain and pully blocks and setting on its proper position to correct line and plumb and level with all lead, lifts and labour charges, including hire charges for chain and pully block etc, Complete including hire charges of scaffiloding materials and as directed by the engineer in charge of work.

code21 - Resetting of Door Base stone members including conveying from stocked position lifting by chain and pully blocks and setting on its proper position to correct line and plumb and level with all lead, lifts and labour charges, including hire charges for chain and pully block etc, Complete including hire charges of scaffiloding materials and as directed by the engineer in charge of work.

code22 - Resetting of Door Jams stone members including conveying from stocked position lifting by chain and pully blocks and setting on its proper position to correct line and plumb and level with all lead, lifts and labour charges, including hire charges for chain and pully block etc, Complete including hire charges of scaffiloding materials and as directed by the engineer in charge of work.

code23 - Resetting of Door lintels stone members including conveying from stocked position lifting by chain and pully blocks and setting on its proper position to correct line and plumb and level with all lead, lifts and labour charges, including hire charges for chain and pully block etc, Complete including hire charges of scaffiloding materials and as directed by the engineer in charge of work.

code24 - Resetting of Ceiling stone members including conveying from stocked position lifting by chain and pully blocks and setting on its proper position to correct line and plumb and level with all lead, lifts and labour charges, including hire charges for chain and pully block etc, Complete including hire charges of scaffiloding materials and as directed by the engineer in charge of work.

code25 - Resetting of Veener stone members including conveying from stocked position lifting by chain and pully blocks and setting on its proper position to correct line and plumb and level with all lead, lifts and labour charges, including hire charges for chain and pully block etc, Complete including hire charges of scaffiloding materials and as directed by the engineer in charge of work.

code26 - Resetting of Chejja stone members including conveying from stocked position lifting by chain and pully blocks and setting on its proper position to correct line and plumb and level with all lead, lifts and labour charges, including hire charges for chain and pully block etc, Complete including hire charges of scaffiloding materials and as directed by the engineer in charge of work.

code27 - Resetting of Flooring stone members including conveying from stocked position lifting by chain and pully blocks and setting on its proper position to correct line and plumb and level with all lead, lifts and labour charges, including hire charges for chain and pully block etc, Complete including hire charges of scaffiloding materials and as directed by the engineer in charge of work.

code28 - Providing approved M-sand to site for laying of flooring slabs etc., complete as per direction of engineer incharge of work

code29 - Providing lime concrete terracing on roofing, for weather proof course, average thickness 100mm, laid to slope with 25mm nominal size brick jelly and 50% lime surkhi mortar 1:2 (one lime putty two surkhi ) rammed and finished with gur and Belgiri treatment rounding off junctions with parapets including cost of materials, labour complete as per specifications

code30 - Providing & fixing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement: 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete.

code31 - Providing and Constructing Gopur's of Temple as per ancient style of such a manner that sculptures, ornamental flower, stucco figures, small domes of different sizes pillars at alternate height and width has to be constructed with a most care. After completion of brick masonry work of Vimana Gopura structure. (Excluding brick masonry work) Structures like sculptures, ornamenal flower, stucoo figures, small domes of different sizes pillars are to be designed and these structures has to be finished by doing cornice work in lime mortar 1:3, necessary formwork, scaffolding has to be provided in such a manner by giving sufficient space for easy movement of pilgrims, for conveyence of construction materials from ground level up to the Vimana Gopura top, and also making provision for easy approch for inspection by the higher Authorities and officer in charge of work. The sacffolding should be removed after completion of Gopura work proper curing is to done for entire Vimana Gopura structure until painting work. (Minimum 30-45 days curing is required).After proper curing of masonry work and plastering work water proof lime painting using ISI make materials one coat primer and 2 coat of water proof lime painting is to be done as per the direction of Higher Authorities. Proper curing s to be done and proper care is to be taken before and during the Exhibition of Vimana Gopura work, the entire work should be completed with in stipulated period in all respect as per the direction of the competent Authorities from time to time. (Full work) Size of Vimana Gopura 3.6x3.6x3.90m

code32 - Providing and Constructing Gopur's of Temple as per ancient style of such a manner that sculptures, ornamental flower, stucco figures, small domes of different sizes pillars at alternate height and width has to be constructed with a most care. After completion of brick masonry work of Vimana Gopura structure. (Excluding brick masonry work) Structures like sculptures, ornamenal flower, stucoo figures, small domes of different sizes pillars are to be designed and these structures has to be finished by doing cornice work in lime mortar 1:3, necessary formwork, scaffolding has to be provided in such a manner by giving sufficient space for easy movement of pilgrims, for conveyence of construction materials from ground level up to the Vimana Gopura top, and also making provision for easy approch for inspection by the higher Authorities and officer in charge of work. The sacffolding should be removed after completion of Gopura work proper curing is to done for entire Vimana Gopura structure until painting work. (Minimum 30-45 days curing is required).After proper curing of masonry work and plastering work water proof lime painting using ISI make materials one coat primer and 2 coat of water proof lime painting is to be done as per the direction of Higher Authorities. Proper curing s to be done and proper care is to be taken before and during the Exhibition of Vimana Gopura work, the entire work should be completed with in stipulated period in all respect as per the direction of the competent Authorities from time to time. (Full work) Size of Vimana Gopura 2.4x2.4x2.8m

code33 - Providing and Constructing Prabhavali of Temple as per ancient style of such a manner that sculptures, ornamental flower, stucco figures, small domes of different sizes pillars at alternate height and width has to be constructed with a most care. After completion of brick masonry work of Vimana Gopura structure.Structures like sculptures, ornamenal flower, stucoo figures, small domes of different sizes pillars are to be designed and these structures has to be finished by doing cornice work in lime mortar 1:3, necessary formwork, scaffolding has to be provided in such a manner by giving sufficient space for easy movement of pilgrims, for conveyence of construction materials from ground level up to the top, and also making provision for easy approch for inspection by the higher Authorities. (Minimum 30-45 days curing is required). .of Size : 1.20 x0.60 x 1.00m)

code34 - Providing and Constructing Corner Idols of Temple as per ancient style of such a manner that sculptures, ornamental flower, stucco figures, small domes of different sizes pillars at alternate height and width has to be constructed with a most care. After completion of brick masonry work of Vimana Gopura structure.Structures like sculptures, ornamenal flower, stucoo figures, small domes of different sizes pillars are to be designed and these structures has to be finished by doing cornice work in lime mortar 1:3, necessary formwork, scaffolding has to be provided in such a manner by giving sufficient space for easy movement of pilgrims, for conveyence of construction materials from ground level up to the top, and also making provision for easy approch for inspection by the higher Authorities. (Minimum 30-45 days curing is required). .of Size : 1.20 x0.60 x 1.00m)

code35 - Providing Brick work with common burnt clay modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.

code36 - Providing fresh lime plaster to brick masonry of 10mm lime mortar (slaked lime : sand) 1:2 proportion as base coat and finishing coat of 10mm of lime mortar (slaked lime : sand) 1:1 proportion including rounding or chamfering corners, arrises, junctions, etc wherever re quired smooth rendering, including jute netting, lead charges for lime and sand, lift charges above 3mt height providing and removing scaf folding, grinding machine, cost of materials, labour, curing etc., The dashing of the first coat to be done using a strong whipping motion at right angles to the face of the wall. The plaster shall be trowelled hard and tight forcing it into joints to obtain a good bond and surface rubbed smooth with a plaster’s trowel complete as per specification and IS 2394 (1984). Curing shall be started 24 hrs after finishing the plaster. The plaster shall be kept wet for a period of 7 days etc complete as per direction of the Engineer in charge of the work.

code37 - Providing and finishing external walls in two coats over one coat of 100% acrylic silicon glazed primer with antifungal paint top coat of approved brand and shade to give an even shade after thoroughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of materials, labour, complete as per specifications.

code38 - Providing ruled pointing to coursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials, labour, curing complete as per specifications.

code39 - Removing debris such as brick bats,concrete,earth wastage materials etc., beyond 5km outside the monument through vehicle including hire cherges of vehicle, crew charges, labour charges for loading & unloading etc., complete as dircted by the higher authorities. (Data Rate)

code40 - Providing and Fixing Teak wood Door as per existing style for the temple including Preparing, including cost of materials, labours, transportation charges and HOM of machinery complete as per specification (Data rate)

code41 - Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 80

code42 - Providing and fixing of typical 'Citizen Information Board B" as per specifications and drawing. Two ACP Sheet of 4mm thick having minimum 0.25mm thick aluminum skin both sides and fixed over a back support of Ms plate of 5mm thick. Supported on frame post of 2 no's of MS Suare hallow section 75mmx75mmx6mm which is duly embedded in cement concrete M20 Grade of 600x600x750mm,600mm below ground level.All MS will be stove enameled on both the sides.All sections of framed posts,MS sheet and Stell tubes will be painted with primer and two coats of epoxy paint as per drawing etc..Retro-Reflective Sheet as per IRC 67 fixted over a two no's of Aluminum composite material(ACP) sheeting of size 900x750mm of 4mm thick duly bolted/reveted with MS plate of 5mm thick on backside of ACP heet.Including cost and conveyance of all aterials,equipment,machinery and labour with all leads and lifts,loading charges charges necessary for satisfactory completion of work as per directed by engineer incharge. (i) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (ii) A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height.485777/2019/Dir(Tech) 7 Retro Reflective Trafic Sign As per IRC 67 Clause 1701.3.8.1 Class A Type-1