Increasing capacity of Lohari Minor from RD 0 to 39000 tail

Amount

Single layer brick lining in bed with brick size 22.86x11.11x6.83 confirming to ist class brick specificaions laid in 6 mm thick 1:3 cement sand mortar over 12 mm thick 1:3 cement plaster over 10 mm thick 1:6 cement plaster on well dressed and prepared subgrade including allowances for water supply arrangement, curring and supply of bricks,fine sand for F.M.1,ordinary portland cement and all other T & P articals required for the work complete as per approved design/drawing.

Single layer brick lining on sides slopes and curve portion with brick size 22.86x11.11x6.83 confirming to ist class brick specificaions laid in 6 mm thick 1:3 cement sand mortar over 12 mm thick 1:3 cement plaster over 10 mm thick 1:6 cement plaster on well dressed and prepared subgrade including allowances for scaffolding, templete, water supply arrangement, curring and supply of bricks,fine sand for F.M.1,ordinary portland cement and all other T & P articals required for the work complete as per approved design/drawing.

Ist class brick masonry in 1:4 cement sand mortar in foundation and plinth complete as per HSR-11.4

Cement concrete 1:3:6 with 20 mm nominal size of stone aggrigate in F&P HSR item No. 10.40.

Dismantling of brick masonry laid in cement sand mortar and sorting & stacking of serviceable materials in stacks with in 100 mtrs distance and disposal of waste material from the site as per direction of Engineer Incharge compete as per HSR 8.5 b

Dismantling of cement concrete 1:6:12 and sorting &stacking of serviceable materials in stacks with in a distance of 100 mts and disposal of waste material from the site as per direction of Engineer Incharge complete as per HSR 8.6 a

E/work excavation in foundation and trenches etc in all kind of soils, not exceeding 2 mtr depth, inclding dressing of bottom and sides of trenches, ,complete as per HSR 6.6

Cement concrete 1:6:12 with 40 mm nominal size of brick ballasr in foundation and plinth,.complete as per HSR 10.30

Cement concrete 1:4:8 with 40 mm nominal size of brick ballasr in foundation and plinth, including supply of all materis complete as per HSR 10.36

Centering & shuttering for faces of wall HSR item No. No. 9.5

Design mix cement concrete M-15 with minimum cement contents 240 kg. Per cum (HSR 10.64 new amendment)

Filling expansion joints with special imprevious hot pour 12 mm wide complete as per HSR-19.17

Design mix cement concrete M-25 with minimum cement contents 300 kg. Per cum (HSR 10.66)

Dry brick on edge paving sand grouted over 50 mm thick earth complete as per HSR-14.20

Bending binding and placing of Fe-500 TMT steel bars for RCC work complete as per HSR-18.22

Dismantling of pucca road i/c soling, wearing coat, screening and sorting & stacking (HSR 24.37)

Making Centering and shuttering of faces of RCC slab for bridges i/c cost of all materials and T & P articles required for the work complete as per HSR 9.18 a

Dismantling of cement concrete 1:2:4 and sorting &stacking of serviceable materials in stacks with in a distance of 100 mts and disposal of waste material from the site as per direction of Engineer Incharge and as per HSR 8.6 e

E/work excavation in all kind of soils including breaking of clods and dressing with all leads and lifts up to 495 mtrs and all other allowances complete as per approved drawing/design and P.W.D.specifications (HSR 6.2 b, c (i) (ii) (iii) and 6.3 (i)

Extra allowance for compaction of earth to the specification bring the earth in to suitable optimum moisture contents with the use of water bowers, laying the earth in to 25 CM layers and rolling earth with road roller/sheep foot roller and tractor or any other like machinery under suitable moisture contents with desired field density complete as per approved design/drawing as per HSR 6.2g (i) (iii), 6.3 (i) & 6.2 g (v)

Restoration of pucca road cut in level in the existing road surfece i/c preparation of sub grade, laying and relaying of soling, laying and consolidation of wearing coat to water bound macadam specifications , laying 20 mm thick premix carpat on top i/c cost of track and seal cost with supply and carriage of all required materials complete in all respect as per HSR 24.38

E/work excavation in all kind of soils including breaking of clods and dressing with all leads and lifts up to 30meter and all other allowances complete as per approved drawing/design and P.W.D.specifications as per HSR 6.2b, c (i) & 6.3 (i).

1st class brick masonry in cement sand mortar 1:3 in foundation and plinth, including supply of all materis as per HSR11.5

Laying and fixing RCC pipe 300mm dia for out-lets in correct alignment and level complet as per HSR 28.60

Supply and fixing APM block

Dismantling of dry brick work and sorting & stacking of serviceable materials in stacks with in 100 mtrs distance and disposal of waste material from the site as per direction of Engineer Incharge as per HSR 8.5 (i)

Removing RCC pipe 300 mm dia HSR 8.35)

Supply of RCC pipe 1200 mm dia NP-3 (HSR 29.96)

Removal of RCC pipe 1200 mm dia NP-3 (HSR 8.35)

Reinforcement cement concrete 1:2:4 with 20 mm nominal size of stone aggrigate in F&P (HSR 10.80).

Making shuttering of faces of concrete foundation etc. i/c cost of materials and T&P articles (HSR 9.13)

Dismantling of cement concrete 1:2:4 (HSR 8.6 d)

Credit for brick masonary

RCC pipe 300 mm dia NP-2 (75% of supply rate)

Credit for old steel

RCC pipe 1200 mm dia NP-3 (75% of supply rate)

Credit for old tile lining.

Mahadev Parshad Contracotr