Construction, Renovation and Modernization of Golawar Main canal, Golawar Feeder Canal, Paha Feeder Canal, Haripura Feeder Canal and Head Regulator construction Under Jamrani Dam Multipurpose project

Amount

Earthwork in Excavation for structure by manual means (20%) and mechanical means (80%) in all types of soil including lift upto 1.5m and lead upto 1000 m and including refilling watering and ramming of excavated earth into trenches.

Clearing and Grubbing Road Land: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.2-2-1-B In area of thorny jungle : By Mechanical Means

Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking theserviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Rubble Stone Masonry in Cement Mortar

Deduction for stone recovery

Scraping of Stone from Dismantled Stone Masonry as per Technical Specification Clause 202. In Cement or Lime Mortar)

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203: P.C.C grade M 10 Nominal mix 1:3:6.

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry in cement mortar 1:4

Pointing with cement mortar (1:3) as per drawing and technical specification Clauses 613.3 and 1204.

Providing and laying in position ready mix or site batched design mix cement concrete for reinforcement concrete RCC using course aggregate and fine aggregate derived from natural sources, portland pozzolana/ ordinary poertland / portland slag cement , admixture in recommended proportion as per IS 9103 including pumping of concrete to site of laying , curing, carraige of all leads but excluding the cost of centering, shuttering , finishing and reinforcement as per directions of Engineer in charge all works upto plinth level. Concrete of M30 grade with minimum cement content of 350 kg per cubic meter

Providing, hoisting and fixing precast reinforced cement concrete for canal linning including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but , excluding the cost of reinforcement, with M30 grade concrete.

Centering and shuttering including strutting , propping etc and removal of formwork for walls(any thickness) including attached pilasters, buttresses, plinth and string courses etc

Centering and shuttering including strutting , propping etc and removal of formwork for suspended floors , roofs, balcony etc.

Steel Reinforcement TMT bars of grade Fe 500D for RCC work including straightening, cutting, bending , placing in position and binding all complete upto plinth level.

Dismantling Brick/Tile Work: Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 2022-6-B Cement mortar

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 11-5-2 Brick masonry in 1:4 cement mortar

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m 12-5-2-1 Nominal mix (1:2:4)

Plastering with cement mortar (1:3), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204.

Providing and Laying Reinforced Cement Concrete Pipe NP4 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.dia 750mm , thickness 80mm

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9: Sand filling.

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.

Providing and laying of Empty Cement Bags ( Gunny Bags) filled with local sand and tightened using sutli and carriage upto site including preparing subgrade before placing in position, also including supply of all material, labour, T&P etc required for proper completion of the work

Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings.

Providing and fixing Head regulaters and Cross regulaters

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.

M/S DAYANAND CONTRACTOR (BID ID -354396)