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Mw Cons To Harihareshwara Temple At Harihara 2021 22 Mw Cons To Harihareshwara Temple At Harihara 2021 22, Harihara-Karnataka

Archaeological Survey Of India -ASI has published Mw Cons To Harihareshwara Temple At Harihara 2021 22 Mw Cons To Harihareshwara Temple At Harihara 2021 22. Submission Date for this Tender is 23-12-2021. Building Work Tenders in Harihara Karnataka. Bidders can get complete Tender details and download the document.




Tender Notice

30128836
Mw Cons To Harihareshwara Temple At Harihara 2021 22 Mw Cons To Harihareshwara Temple At Harihara 2021 22
Open Tender
Indian
Karnataka
Harihara
23-12-2021

Tender Details

Mw Cons To Harihareshwara Temple At Harihara 2021 22 Mw Cons To Harihareshwara Temple At Harihara 2021 22

Key Value

Document Fees
INR 1180 /-
EMD
INR 38000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:MW (Cons) to Harihareshwara Temple at Harihara 2021-22
Sl. No. Item Description
1MW (Cons) to Harihareshwara Temple at Harihara 2021-22
2Provision for 20mm thick lime plastering in two layers (12MM + 8MM) work for the inner walls of Lakshmidevi temple with plain mortar of ratio 1:1:1 Lime U/s,Surkhi, C.sand with mixing of gur/sheera dry gum,dry Bilagiri etc., plasterwork moulded in two coats as required after carefully removing dead damaged and affected lime plaster and carefully washing and cleaning of surface including the supply of material labour and T&P required for completion of the work. including taxes
3Provision for construction of RCC Water kiosk shed , Providing water connection. Earthwork excavation for foundation of building, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5 m depth including the dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from the edges of excavation with lead upto 15 mtr after breaking of clods complete as per specifications. (2x2.37mx0.6mx0.6m=1.70)+(2x1.17mx0.6mx0.6m=0.84) [M3]
4Providing and laying in position plain cement concrete of mix 1:4:8 using 40mm and down size graded exceeding 15 cms, thick well compacted, in foundation and plinth, including cost of all materials, labour, HOM of machinery, specification No. KBS 4.1, 4.2 (P.No.13 1 No.4.3) (2x2.37mx0.60x0.15m=0.43)+(2x1.7m x0.6mx0.15m=0.21cum)+(1x1.56x1.5 7x0.15=0.37cum) [M3]
5Providing and constructing granite/trap/basalt size stone masonry in foundation with CM 1:6, stone hammer dressed in courses not less than 20 cms, high bond stones at 2 mtr. Apart in each course including cost of materials, labour, curing complete as per specifications. (KBS 5.1.3 P.no.25 ) .(2x2.25mx0.45mx0.4=0.81cu m)+(2x1.32mx0.45mx0.4m=0.48cum) [M3]
6Providing and constructing granite/trap basalt size masonry in basement in cement mortar 1:6 edges of stones chistle dressed in courses not less than 15 cms, high bond stone at 2 mtr apart in each courses including cost of materials, labour, curing complete . (2x2.25mx0.45mx0.4m=0.81 cum)+(2x1.32x0.45x0.4=0.48cum) [M3]
7Providing and laying in position plain cement concrete of mix 1:3:6 using 20mm and down size graded granite metal, machine mixed, concrete laid in layers not exceeding 15 cms. Thick well completed in foundation plinth and cills, including cost of materials, labour HOM , (2x2.25x0.45x0.10=0.20cum) +(2x1.32x0.45x0.10=1.12cum) [M3]
8Providing and constructing burnt brick masonry with approved quality of modular bricks ground moulded of standard size of class designation 35 cms with cement mortar 1:6 for basement and superstructure with cost of materials labour charges, scaffolding curing complete. (2x2.02mx0.23mx2.10m=1.95 cum)+(2x1.57x0.23x2.10=1.52cum)+p arapet(4x1.95x0.115x1.02x0.89)- Deductions(1.56x0.23x2.10=0.75;Total:3.61cum [M3]
9Providing and laying in position in reinforced CC of mix 1:1,5.3 (M20) with 20 mm and down size granite metal machine mixed concrete laid in layers not exceeding 15 cms thick vibrated for RCC beams columns of all sizes in foundation in plinth and superstructure ground floor level for roof slabs, staircase lintels, columns including cost of all materials, labour HOM of machinery, curing complete. (2.02mx2.63mx1.0125m=0.66 cum) [M3]
10Providing 12 mm thick cement plaster in single code with CM 1:6 to stone masonry & concrete surface including rounding of corners wherever required smooth rendering, providing and removing scaffolding including cost of materials labour curing etc., complete. (2x2mx2.02mx2.10m=16.97c um)+parapet(2x4mx1.9x1.2=18.24cu m)-Deductions(1.56mx2.10)=31.934 [M2]
11Providing and laying flooring with 1:2:4 CC 40 mm thick broken granite metal of 20 mm & down size laid to line and level in one layer and finish with the floating coat of neat cement, including cost of materials, labours, curing complete. (1x1.56mx1.57m=2.45sqm)s urkhi(1x1.56mx1.57=2.45sqm) [M2]
12Providing and fixing of wall cladding using 20 mm thick gang saw water cut black granite in CM 1:3 proportion cut to required shape, pattern cut to required shape, pattern with paper joints finished with CM using white cement and colour pigments to match the colour of slab making through jointing with sealant making holes 25 mm X 12 mm groves in joints including curing etc. complete. .(4No.x2.02x3.30=26.66sqm)- Deductions(1x1.56x2.10=3.28sqm)[M2]
13Providing and fixing on wall surface 2.5 kg / Sq.cm HDPE rain down water pipes 90 mm outer dia approved make and brand with necessary specials like shoes, bends, & offsets fixed with iron clamps wall plug, screws, including cost of materials, labour, curing etc., complete . (1x3.5RMT=3.5RMT) [RMT]
14Providing and applying 2 coats with oil bond washable distemper of approved brand and shade on wall surface including priming coat with distemper primer after thoroughly booming the surface free from mortar drops and other foreign materials including the preparing the surface even and sand paper smooth, cost of materials, labours, complete. 2Nox2(1.57+1.56)=12.52 [M2]
15Providing 12mm thick cement plaster in single coat with CM 1:3 to ceiling including rounding off corners wherever required smooth rendering, providing and removing, scaffolding including cost of materials, labour, curing complete . (1x1.57x1.56=2.4492sqm) [M2]
16Providing and fixing MS grill doors etc., complete including transportation charges (1.57mx2.10m=3.29sqm) [LS]
17Providing HYSD steel (Cold Twisted) reinforcement for RCC work including straightening cutting, bending, hooking, placing in position, lapping & or welding wherever required tying with binding wire and anchoring to the adjoining members wherever necessary as per design (Laps hooks and wastage shall not be measured and paid cost of materials, labour, HOM of machinery complete Qty.of Item No.7=0.66m3x120kg/mt=79.68kg [KG]
18Electric work/plumbing work and connections [LS]
19Applying good quality OBD paint to Vimana Gopuras and entrance mantapa after cleaning the old surface with wire brushes & scrapping including cost of materials, scaffolding cleaning complete etc.,
20Careful dismantling and reconstruction the supporting structural members of the Northern gate, stacking the stones 15m away from the spot for reuse and providing 33% new matching coursed rubble masonry stone including lime mortar plastering including labour charges,transporation etc.,
21Providing MS steel gates of size of 1.5mH x1m outer frame with 50x25x2.9mm and inner members 25x25x3.2mm including fixing,fabrication,Enamel painting,transportation etc.,
22Providing for laying floor mat on the floor of Eastern mantapa at entrance including cost of materials and fixing, transportation as per the direction of site in charge
23Supplying & Fabricating MS structure for providing Canopy with 100x100x6mm MS-Tubular section for vertical pillar support,100x100x6mm tubular section fabricated to the required shape&design for horizontal section , 100x75x4.5mm tubular section provided for cross support for vertical pillars.100x100x6mm horizontal ties on all 4 sides of vertical pillar to take the tubular section.Providing purlins 35x35mm MS tubular sections with 0.8mm CGI sheets & anchored with U bolts including, applying 2 coats of Enamel paint for the entire MS structure,transportation etc., including taxes etc., A)MS Tubular section:For vertical pillars 100x100x6mm ,23x3.40m=78.2Rmt B)Horizontal section 100x100X6mm. 23x3.10m =71.3Rmt C)For Cross section 100x75x4.5mm,2x23.5m D)For ties 100x 100x6mm;6 nos. x 23.5m F)CGI sheets IS branded 0.8mm thickness 23 .5mx3.1m,:72.85sqm G)weJding rods 65boxes H)Enamel paint 25 ltrs I)Sandpaper, primer, Brushes, waste cloth, kerosene etc. J)Add wastages( I0%) t: H)Skilled fabricators(10 daysx6No.s) J)Skilled painters (5daysx3No.s) J)Helpers for loading.unloading & cJeaners(1 0 daysx6No.s) K)Transportation &Handling charges L)Sundries
24Provision for Supplying and fabricating MS powder perforated trashbin of size 600x600Dx600H with necessary MS material fixed into the ground including transportation charges etc.,
25Providing MS cattle grid with 50mm OD Circular of 3mm thickness pipes with 40mm gap fitted on the support of MS Flat bars 50mwidthx3mm thickness in L-Angulars of size 80mmx80mmx6mm framed including fabrication,Transportation etc.,
26Provision for filling the small void portion of the stone wall of the entrance mantapa with same quality stone by removing the brick portion in the position including transportation, labour charges etc.,
27Provision for providing 50Watts power LED lights by replacing it with old lights
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