VR Bridge at RD 70492 at Hansi Branch

Amount

Earth work in excavation by mechanical means ( Hydraulic excavator) / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. HSR iteam No. 4.14.1.

Brick masnory work in 1:3 ( 1cement 3 course sand) in sub-structure I/C scaffolding complete excluding pointing and plastering as per drawing and with MoRT&H specifications 1300 and 2200 HSR item No. 27.1

PCC grade M-15 (with concrete mixer) upto 5m height HSR item No. 27.5 A&C slip No. 9 issued on dated 06/08/2021

RCC grade M-25 (using concrete mixer) upto 5m height HSR item No. 27.27.1.1 A&C slip No. 9 issued on dated 06/08/2021

Steel reinforcement of thermo mechanically treated bars of graded Fe-500D or more for RCC work , where not included in the complete rate of RCC i/c straightening, cutting bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wires etc.complete in all respect above plinth level as per HSR 6.33.6

Centering and shuttering i/c strutting, proping and removal of form work for foundation, footing and bases of colomns etc, complete as per HSR 6.29.1

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and MoRT&H specifications complete as per HSR item No. 27.51.3

Dismantling of brick masonry laid in cement sand mortar as per old H.S.R. 8.5 (b)

Demolishing cement concrete 1:2:4 as per old H.S.R. 8.6 (d)

Demolishing R.C.C. work rainforcement with cleaning & straightening & cutting of bar if bars if required. Old HSR No. 8.6 (e)

Providing & laying in position Cement concrete 1:3:6 with 6 graded stone aggregate of 20 mm size in foundation and plinth excluding centering & shuttering complete in all respect as per HSR 6.1.4

Providing and laying dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks complete as per HSR 10.34

Providing lowering cutting jointing and testing RCC pipe class NP3 1600 mm dia as per IS-458-2003 with spigot & socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being complete as per (HSR Item No. 21.95.12)

Providing lowering cutting jointing and testing RCC pipe class NP3 1200 mm dia as per IS-458-2003 with spigot & socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, & item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being complete as per (HSR Item No. 21.95.10)

Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.as per HSR 4.33

Demolishing dry brick on edge in cement mortor as per old HSR 8.5 (i)

Removing hume pipes-NP 2/NP 3/NP 4 including excavation and taking out the pipes manually/ by mechanical means and stacking the pipes within standard lead as per direction of Engineer-in-charge above 600 mm dia as per HSR item No. 5.53.2

Lining with design mix concerete of grade M-15 with minimum cement comtent 240 kg./cum 100 mm thick in side slope with paver i/c 10mm thick C.P 1:5, form work, dressing & prepration of sub grade as per direction of E.I.C

Back filling behind abutment wing walls and retaining walls complete as per drawing and MoRT&H specification with sandy material as per HSR item No. 27.16.2

Providing and fixing drainage spoutes in main slab (N.S. Item)

Caution Boards during execution of work (N.S. Item)

Pointing with cement mortar (1:3) on brick work in supersrtucture as per MoRT&H specifications 1300 & 2200 as per HSR item No. 27.2

Painting on concrete surface, Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1litre for 2 sqm. As per HSR No 27.49

Credit for old brick works

Credit for old steel bars

Credit for old 1600 mm dia RCC pipe NP-3

Credit for old 1200 mm dia RCC pipe NP-3

M/s Maan Construction

The Tibba Dana Sher Co op L and C Society Ltd

m/s omparkash contractor