GENERAL-Budget Fund (2019-20) , Eranad LAC -Construction of Foot Bridge across Chaliyar River Connecting Urngattiri - Areacode Grama Panchayaths -General Civil Work

Amount

Construction Of Foot Bridge

12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means

12.1.4.A:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Hard Rock ( blasting prohibited) - Mechanical Means

12.8.2.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - With Batching Plant, Transit Mixer and Concrete Pump - ( Without formwork)

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20

2.4.1.C:Dismantling of existing structures like culverts, bridges, retaining walls 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 1000 metres Prestressed / Reinforced cement concrete grade M-20 & above. - By Manual Means

12.9.B:Providing and Constructing Temporary Island 16 m diameter for Construction of Well Foundation. Assuming depth of water 4.0 m and height of island 4.5 m. For 8m dia well

12.21:Sand Filling in Wells complete as per Drawing and Technical Specification

12.9.C:Providing and constructing one span service road to reach island location from one pier location to another pier location

3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.

12.11.A.2.1:Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification For Well curb - RCC M25 Grade - Using Concrete Mixer

12.11.B.5.1:Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. For Well steining - RCC M25 Grade - Using Concrete Mixer

12.11.F.2.1:Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. Well cap - RCC Grade M25 - Using Concrete Mixer

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

13.5.F.P.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - Using concrete Mixer - Height upto 5m

13.5.F.q.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - Using concrete Mixer - Height 5m to 10m

OD428398/2022-2023:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - Using concrete Mixer - Height above 10m

12.12.A.1:Sinking of 6 m external diameter well (other than pneumatic method of sinking) through sandy soil, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Depth below bed level upto 3.0 M

12.12.A.2:Sinking of 6 m external diameter well (other than pneumatic method of sinking) through sandy soil, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Beyond 3m upto 10m depth

12.12.A.3:Sinking of 6 m external diameter well (other than pneumatic method of sinking) through sandy soil, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. Depth - 11th m

14.1.A.1.C:Furnishing and Placing Reinforced Cement Concrete Grade M20 Using Concrete Mixer as per drawing and Technical Specification. For solid slab super-structure - Height above 10m

13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

OD428399/2022-2023:Providing and fixing stainless steel rod (tool grade) for hooks connecting steel wire ropes including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete with suitable arrangements as per approval of Engineer-in-charge

OD428400/2022-2023:Providing and fixing steel rope 21 mm nominal dia of 1570 grade including cutting, tying etc complete (Steel wire ropes used shall conform to IS 9282-2002; Wire ropes and strands for suspension bridges)

OD428401/2022-2023:Supplying and fixing steel sleev 21 mm nominal dia for tying including all cost etc complet

OD428402/2022-2023:Supplying and fixing GI flemish eye for the inner side of steel rope tying including all cost etc complete

OD428403/2022-2023:Providing and applying teflon coating for the steel ropes including all cost etc complete

14.9:Drainage Spouts complete as per drawing and Technical specification

8.20:Providing, Fixing and erecting 50 mm dia GI pipe railing in 3 rows duly painted on Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings including painting over suitable primer .

OD428404/2022-2023: Providing external prestressing with high tensile steel wires/strands including all accessories for stressing operation (pre applied cyclic loading from 5% to 50 % of the breaking load of thecable are to be applied on the cable before installation and pretension of 50 KN to be applied on each cable during erection) complete as per drawing and Technical Specification(OD from 16.12 Morth)

13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material

OD428405/2022-2023:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete

OD428406/2022-2023:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

OD428407/2022-2023:Providing Steel Liner (ISA 100x100x6mm,9.161kg/m) for the Curbs of Wells including Fabricating and Setting out as per Detailed Drawing.(OD from 12.22 Morth)

OD428408/2022-2023:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).(OD from 11.20.2DAR) Medium shade pigment using 50% white cement 50 % Grey cement

PMR Construction Company

Bidder Name

PMR Construction Company

HASCON CONSTRUCTIONS AND INTERIORS