Sadia/ SOPD/3

Amount

i) 7th mail Dukani Gaon To Rilif Basti, under Mukhya Mantri Gravel Wearing Cours: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 of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201.

Construction of embankm.ent with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material

ii) Hollow gaon Mukali Mancha to Hollow gaon 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 of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201.

Construction of embankm.ent with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material

HP Culvert Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109

Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding

Brick masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4)

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. B) 1000mm dia

Plastering with cement mortar(1:6) 15mm. thick on brick work for substructure as per technical specification

iii) Steel Carbon Tubing Pipe Bridge over NH-115 (Lakhimpuria) to Kesaikhati Than Labour for dismanteling all members of the timber bridge (except piles) and stacking them at sutiable places as directed( all members will be under custody of the contractor till taken over by the department.)

Labour for driving piles 25 cm to 30 cm dia Dressed to heartwood and for 200 mm dia M.S. pipe marking length in every 30 cm. interval including coaltering two (2) coats or approved quality paint with best tar applied hot including providing ncessary scaffolding or staging( rate is inclusive of the cost of required quantityof tar or paint.) (b) by use of labour (i) Portion of pile actually driven under ground (Quantity as per Annexure - I)

Labour for driving piles 25 cm to 30 cm dia Dressed to heartwood and for 200 mm dia M.S. pipe marking length in every 30 cm. interval including coaltering two (2) coats or approved quality paint with best tar applied hot including providing ncessary scaffolding or staging( rate is inclusive of the cost of required quantityof tar or paint.) (ii) Portion of pile remaining over ground (Quantity as per Annexure - I)

Labour for fitting and fixing RSJ beam, old CI saddle etc. in position including necessary scaffolding, and fixing ncessary bolts and nuts, painting two (2) coats complete (Tar-Steel paints to be supplied by the contractor at his own costs) (Quantity as per Annexure - IV)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802, 803, 1202 & 1203. A. III). P.C.C. grade M-20 C. (i) Using Conc. Mixer Pocket filling : 1 x (354.90 + 44.310) x π/4 x 0.1902 (Quantity as per Annexure - I)

Providing steel RSJs/built-up steel sections including cutting, welding / rivetting, hoisting, fixing in position for composite girders with shear connectors / with painting as per drawing and technical specifications cl. 1205.6 Steel Sections (Quantity as per Annexures - I + II + III + IV)

iv) Steel Carbon Tubing Pipe Bridge over Udoipur Deori Gaon Labour for dismanteling all members of the timber bridge (except piles) and stacking them at sutiable places as directed( all members will be under custody of the contractor till taken over by the department.)

Labour for driving piles 25 cm to 30 cm dia Dressed to heartwood and for 200 mm dia M.S. pipe marking length in every 30 cm. interval including coaltering two (2) coats or approved quality paint with best tar applied hot including providing ncessary scaffolding or staging( rate is inclusive of the cost of required quantityof tar or paint.) (b) by use of labour (i) Portion of pile actually driven under ground (Quantity as per Annexure - I)

Labour for driving piles 25 cm to 30 cm dia Dressed to heartwood and for 200 mm dia M.S. pipe marking length in every 30 cm. interval including coaltering two (2) coats or approved quality paint with best tar applied hot including providing ncessary scaffolding or staging( rate is inclusive of the cost of required quantityof tar or paint.) (ii) Portion of pile remaining over ground (Quantity as per Annexure - I)

Labour for fitting and fixing RSJ beam, old CI saddle etc. in position including necessary scaffolding, and fixing ncessary bolts and nuts, painting two (2) coats complete (Tar-Steel paints to be supplied by the contractor at his own costs) (Quantity as per Annexure - IV)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802, 803, 1202 & 1203. A. III). P.C.C. grade M-20 C. (i) Using Conc. Mixer Pocket filling : 1 x (354.90 + 44.310) x π/4 x 0.1902 (Quantity as per Annexure - I)

Providing steel RSJs/built-up steel sections including cutting, welding / rivetting, hoisting, fixing in position for composite girders with shear connectors / with painting as per drawing and technical specifications cl. 1205.6 Steel Sections (Quantity as per Annexures - I + II + III + IV)

v) Steel Carbon Tubing Pipe Bridge over Hollowgaon Panchayat Tiniali to Nolu Chuburi: Labour for dismanteling all members of the timber bridge (except piles) and stacking them at sutiable places as directed( all members will be under custody of the contractor till taken over by the department.)

Labour for driving piles 25 cm to 30 cm dia Dressed to heartwood and for 200 mm dia M.S. pipe marking length in every 30 cm. interval including coaltering two (2) coats or approved quality paint with best tar applied hot including providing ncessary scaffolding or staging( rate is inclusive of the cost of required quantityof tar or paint.) (b) by use of labour (i) Portion of pile actually driven under ground (Quantity as per Annexure - I)

Labour for driving piles 25 cm to 30 cm dia Dressed to heartwood and for 200 mm dia M.S. pipe marking length in every 30 cm. interval including coaltering two (2) coats or approved quality paint with best tar applied hot including providing ncessary scaffolding or staging( rate is inclusive of the cost of required quantityof tar or paint.) (ii) Portion of pile remaining over ground (Quantity as per Annexure - I)

Labour for fitting and fixing RSJ beam, old CI saddle etc. in position including necessary scaffolding, and fixing ncessary bolts and nuts, painting two (2) coats complete (Tar-Steel paints to be supplied by the contractor at his own costs) (Quantity as per Annexure - IV)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802, 803, 1202 & 1203. A. III). P.C.C. grade M-20 C. (i) Using Conc. Mixer Pocket filling : 1 x (354.90 + 44.310) x π/4 x 0.1902 (Quantity as per Annexure - I)

Providing steel RSJs/built-up steel sections including cutting, welding / rivetting, hoisting, fixing in position for composite girders with shear connectors / with painting as per drawing and technical specifications cl. 1205.6 Steel Sections (Quantity as per Annexures - I + II + III + IV)

SUNIL SHAH (BID ID -272885)